Journal of Materials in Civil Engineering 2004: Vol 16 Index

2004·5 MB·English

Asphalts Bottom ash Cathodic protection
Ternary and Multivariate Quality Control Charts of Gradation Control of Bottom Ash Aggregate in Su- Cathodic Protection of Reinforcing Steel in Con-
Aggregate Gradation for Hot Mix Asphalt. — perpave Bituminous Mixes. — V. O. Ogunro, H. crete Using Conductive-Polymer System. —
Guigin Yang, Daren B. H. Cline, Robert L. Lyt- I. Inyang, F Hooper, D. Young, and A. Oturkar: Andrés A. Torres-Acosta, Rajan Sen, and Miguel
ton, and Dallas N. Little; 16(1), 28-34 (2004). 16(6), 604-13 (2004). Martinez-Madrid; 16(4), 315-21 (2004).
Comparing Superpave Gyratory Compactor Data Boundary element method Cements
to Field Cores. — Robert L. Peterson, Kamyar Microstructure and Fracture in Asphalt Mixtures Testing the Effectiveness of ClassC and Class F Fly
C. Mahboub, R. Michael Anderson, Eyad Using a Boundary Element Approach. — B. Bir- Ash in Controlling Expansion due to Alkali-
gisson, C. Soranakom, J. A. L. Napier, and R.
Masad, and Laith Tashman; 16(1), 78-83 (2004). Silica Reaction Using Modified ASTM C 1260
Roque; 16(2), 116-21 (2004).
Microstructural Simulation of Asphalt Materials: Test Method. — Chang-Seon Shon, Shondeep L.
Brick masonry
Modeling and Experimental Studies. — Martin Sarkar, and Dan G. Zollinger; 16(1), 20-7
H. Sadd, Qingli Dai, Venkitanarayanan Performance of Corrugated Metal Ties for Brick (2004).
Veneer Wall Systems. — Young-Hwan Choi and
Parameswaran, and Arun Shukla; 16(2), 107-15 Fiber-Cement Extrudates with Perlite Subjected to
James M. LaFave; 16(3), 202-11 (2004).
(2004). High Temperatures. — Zongjin Li, Xiangming
Bricks
Zhou, and Bin Shen; 16(3), 221-9 (2004).
Barriers Thermal Conductivity of Clay Bricks. — Michele
Steel Slag—tIts Production, Processing, Character-
Contaminant Barrier Material Textural Response to Dondi, Francesca Mazzanti, Paolo Principi,
istics, and Cementitious Properties. — Caijun
Interaction with Aqueous Polymers. — John L. Mariarosa Raimondo, and Giorgio Zanarini:
Shi; 16(3), 230-6 (2004)
Daniels and Hilary |. Inyang: 16(3), 265-75 16(1), 8-14 (2004).
Potential Use of Volcanic Pumice as a Construction
(2004). Long-Term Performance of Epoxy Coated Clay
Material Khandaker M. Anwar Hossain;
Bars Bricks in Sulfuric Acid. — J. Liu and C. 16(6), 573-7 (2004)
Vipulanandan; 16(4), 349-55 (2004).
Impact Response of Steel Fiber-Reinforced Con- Performance of Brick Aggregate Concrete at High Clays
crete Using a Split Hopkinson Pressure Bar. — Temperatures. — Fouad M. Khalaf and Alan S. Development of a Direct Tensile Test for Com-
T. S. Lok and P. J. Zhao; 16(1), 54-9 (2004). DeVenny; 16(6), 556-65 (2004). pacted Earth Blocks Reinforced with Natural
Comparison of Bond Strength of Steel Bars in Bridge maintenance Fibers. — A. Mesbah, J.C. Morel, P. Walker, and
Normal- and High-Strength Concrete. — M. H. Environmental Factors Affecting Corrosion of Gal- Kh. Ghavami; 16(1), 95-8 (2004)
Harajli; 16(4), 365-74 (2004). vanized Steel Wires. — Keita Suzumura and Contaminant Barrier Material Textural Response to
Binders, materials Shun-ichi Nakamura; 16(1), 1-7 (2004). Interaction with Aqueous Polymers. John L
Laboratory Evaluation of Crumb Rubber Modified Bridges, suspension Daniels and Hilary |. Inyang: 16(3), 265-75
Asphalt Mixes. — S. K. Palit, K. Sudhakar Environmental Factors Affecting Corrosion of Gal- (2004).
Reddy, and B. B. Pandey; 16(1), 45-53 (2004). vanized Steel Wires. — Keita Suzumura and Long-Term Performance of Epoxy Coated Clay
Linear and Nonlinear Viscoelastic Analysis of the Shun-ichi Nakamura; 16(1), 1-7 (2004). Bricks in Sulfuric Acid J. Liu and C.
Microstructure of Asphalt Concretes. — A. R. Building frames Vipulanandan; 16(4), 349-55 (2004).
Abbas, A. T. Papagiannakis, and E. A. Masad: Performance of Corrugated Metal Ties for Brick Mineralogy of Soil Susceptible to Sulfate Attack
16(2), 133-9 (2004). Veneer Wall Systems. — Young-Hwan Choi and after Stabilization. — Lan Wang, Amitava Roy,
Linear Rheological Behavioro f Bituminous Paving James M. LaFave; 16(3), 202-11 (2004). Roland Tittsworth, and Roger K. Seals; 16(4),
Materials. — Gordon D. Airey, Behzad Ra- Building materials 375-82 (2004).
himzadeh, and Andrew C. Collop; 16(3), 212-20 Development of a Direct Tensile Test for Com- Color
(2004). pacted Earth Blocks Reinforced with Natural Assessment of Fire-Damaged Mortar Using Digital
Fibers. — A. Mesbah, J.C. Morel, P. Walker, and Image Process. Deng-Fong Lin, Her- Yung
Bitumen
Kh. Ghavami; 16(1), 95-8 (2004). Wang, and Huan-Lin Luo; 16(4), 383-6 (2004).
Linear Rheological Behavior of Bituminous Paving
Bulk density Compaction
Materials. — Gordon D. Airey, Behzad Ra-
Thermal Conductivity of Clay Bricks. — Michele Comparing Superpave Gyratory Compactor Data
himzadeh, and Andrew C. Collop; 16(3), 212-20 Dondi, Francesca Mazzanti, Paolo Principi. to Field Cores Robert L. Peterson, Kamyar
(2004). Mariarosa Raimondo, and Giorgio Zanarini: C. Mahboub, R. Michael Anderson, Eyad
Gradation Control of Bottom Ash Aggregate in Su- 16(1), 8-14 (2004). Masad, and Laith Tashman; 16(1), 78-83 (2004)
perpave Bituminous Mixes. — V. O. Ogunro, H. Buried pipes Prediction of Hot Mix Asphalt Stability Using the
I. Inyang, F Hooper, D. Young, and A. Oturkar; Constitutive Model for High Density Polyethylene Superpave Gyratory Compactor Samer Des-
16(6), 604-13 (2004). Material: Systematic Approach. — Muhannad T. souky, Eyad Masad, and Fouad Bayomy; 16/6),
Blocks Suleiman and Brian J. Coree; 16(6), 511-5 578-87 (2004).
Development of a Direct Tensile Test for Com- (2004).
Composite materials
pacted Earth Blocks Reinforced with Natural Calcium sulfate Investigation into Waste Tire Rubber-Filled
Fibers. — A. Mesbah, J.C. Morel, P. Walker, and Mineralogy of Soil Susceptible to Sulfate Attack Concrete. — Baoshan Huang, Guogiang Li, Su-
Kh. Ghavami; 16(1), 95-8 (2004). after Stabilization. — Lan Wang, Amitava Roy. Seng Pang, and John Eggers: 16(3), 187-94
Roland Tittsworth, and Roger K. Seals: 16/4),
Bonding strength (2004).
375-82 (2004).
Properties of Polymer Concrete Using Fly Ash. — Accelerated Weathering of Natural Fiber-Filled
Carbon
K. S. Rebeiz, S. P. Serhal, and A. P. Craft; 16(1), Polyethylene Composites. Thomas Lundin,
Bond Characteristics of Carbon, Alkali Resistant
i5-9 (2004). Steven M. Cramer, Robert H. Falk, and Colin
Glass, and Aramid Textiles in Mortar. — Shilang
Long-Term Performance of Epoxy Coated Clay Xu, Markus Kruger, Hans-Wolf Reinhardt, and Felton: 16(6), 547-55 (2004).
Bricks in Sulfuric Acid. — J. Liu and C. Josko O7zbolt; 16(4), 356-64 (2004). Compression
Vipulanandan; 16(4), 349-55 (2004). Carbonation Failure Mechanism of Concrete under Fatigue
Bond Characteristics of Carbon, Alkali Resistant Carbonation-Porosity-Strength Model for Fly Ash Compressive Load. — Bin Mu, Kolluru V. Sub-
Glass, and Aramid Textiles in Mortar. — Shilang Concrete. — Cengiz Duran Atis: 16(1), 91-4 ramaniam, and S. P. Shah: 16(6), 566-72 (2004).
Xu, Markus Kruger, Hans-Wolf Reinhardt, and (2004). Compressive strength
Josko Ozbolt:; 16(4), 356-64 (2004). Cast iron Properties of Polymer Concrete Using Fly Ash.
Comparison of Bond Strength of Steel Bars in Mechanical Properties and Strength of Aged Cast K. S. Rebeiz, S. P. Serhal, and A. P. Craft: 16(1).
Normal- and High-Strength Concrete. — M. H. Iron Water Pipes. — Michael V. Seica and Jef- 15-9 (2004)
Harajli; 16(4), 365-74 (2004). frey A. Packer: 16(1), 69-77 (2004). Application of Neural Networks for Estimation of
JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 655
Concrete Strength. — Jong-In Kim, Doo Kie Configuration Interaction with Aqueous Polymers. — John L.
Kim, Maria Q. Feng, and Frank Yazdani; 16(3), Thermodynamic Framework for the Constitutive Daniels and Hilary |. Inyang; 16(3), 265-75
257-64 (2004). Modeling of Asphalt Concrete: Theory and (2004).
Compressive tests Applications. — J. Murali Krishnan and K. R. Effects of Crack Width and Permeability on
Influence of Environmental Aging on Properties of Rajagopal; 16(2), 155-66 (2004). Moisture-Induced Damage of Pavements. —
Polymeric Mortars. — M. A. Gongalves da Constitutive models Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun
Silva; 16(5), 461-8 (2004). Thermodynamic Framework for the Constitutive Young: 16(3), 276-82 (2004).
Computer software Modeling of Asphalt Concrete: Theory and Fatigue Characteristics of Asphalt Concrete from
Assessment of Fire-Damaged Mortar Using Digital Applications. — J. Murali Krishnan and K. R. Asphalt Slab Tests. — Yonggi Li and John B.
Image Process. — Deng-Fong Lin, Her-Yung Rajagopal; 16(2), 155-66 (2004). Metcalf; 16(4), 306-14 (2004).
Wang, and Huan-Lin Luo; 16(4), 383-6 (2004). Constitutive Model for High Density Polyethylene Creep
Concentrated loads Material: Systematic Approach. — Muhannad T. Mechanical Characteristics of Axially Restrained
Bending-Punching Shear Interaction in an Oriented Suleiman and Brian J. Coree: 16(6), 511-5 Concrete Specimens at Early Ages. — Eun-Ik
Strand Board. — Wilfred H. Thomas; 16(4). (2004). Yang, Seong-Tae Yi, and Hyun-Jong Lee; 16(1),
341-8 (2004). Linear Viscoelastic and Fatigue Characteristics of 35-44 (2004).
Concrete Styrene—Butadiene—Styrene Modified Asphalt Cyclic loads
Carbonation-Porosity-Strength Model for Fly Ash Mixtures. — Robert Lundstrom and Ulf Constitutive Model for Confined High Strength
Concrete. — Cengiz Duran Atis; 16(1), 91-4 Isacsson; 16(6), 629-38 (2004). Concrete Subjected to Cyclic Loading. —
(2004). Constitutive relations Weena P. Lokuge, J. G. Sanjayan, and Sujeeva
Investigation into Waste Tire Rubber-Filled Constitutive Model for Confined High Strength Setunge; 16/4}, 297-305 (2004).
Concrete. — Baoshan Huang, Guogiang Li, Su- Concrete Subjected to Cyclic Loading. —
Cyclic tests
Seng Pang, and John Eggers; 16(3), 187-94 Weena P. Lokuge, J. G. Sanjayan, and Sujeeva
Performance of Corrugated Metal Ties for Brick
(2004). Setunge: 16(4), 297-305 (2004).
Veneer Wall Systems. — Young-Hwan Choi and
Yield Model of High Fluidity Concrete in Fresh Construction materials
James M. LaFave: 16(3), 202-11 (2004).
State. — Zhuguo Li, Taka-aki Ohkubo, and Permeable Porosity and Thermal Conductivity of
Yasuo Tanigawa; 16(3), 195-201 (2004). Construction Materials. — B. Bhattacharjee and Damage assessment
Theoretical Analysis of Time-Dependence and S. Krishnamoorthy; 16(4), 322-30 (2004). Assessment of Fire-Damaged Mortar Using Digital
Thixotropy of Fluidity for High Fluidity Potential Use of Volcanic Pumice as a Construction Image Process. — Deng-Fong Lin, Her-Yung
Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Material. — Khandaker M. Anwar Hossain: Wang, and Huan-Lin Luo; 16(4), 383-6 (2004).
Yasuo Tanigawa; 16(3), 247-56 (2004). 16(6), 573-7 (2004). Data analysis
Application of Neural Networks for Estimation of Influence of Fiber-Reinforced Concrete on Radon Comparing Superpave Gyratory Compactor Data
Concrete Strength. — Jong-In Kim, Doo Kie Concentrations. — Robert A. Brounstein and to Field Cores. — Robert L. Peterson, Kamyar
Kim, Maria Q. Feng, and Frank Yazdani: 16(3), William H. Johnson; 16(6), 646-9 (2004). C. Mahboub, R. Michael Anderson, Eyad
257-64 (2004). Corrosion Masad, and Laith Tashman; 16(1), 78-83 (2004).
Compression and Deformation Performance of Environmental Factors Affecting Corrosion of Gal- Reanalysis of Thickness Loss Data for Weathering
Concrete Containing Postconsumer Plastics. — vanized Steel Wires. — Keita Suzumura and Steel. — Richard H. McCuen and Pedro
Ashraf M. Ghaly and Michael S. Gili: 16(4), Shun-ichi Nakamura; 16(1), 1-7 (2004). Albrecht: 16(3), 237-46 (2004).
289-96 (2004). Mechanical Properties and Strength of Aged Cast Deformation
Recycling of Demolished Masonry Rubble as Iron Water Pipes. — Michael V. Seica and Jef- Laboratory Evaluation of Crumb Rubber Modified
Coarse Aggregate in Concrete: Review. — frey A. Packer; 16(1), 69-77 (2004). Asphalt Mixes. — S. K. Palit, K. Sudhakar
Fouad M. Khalaf and Alan S. DeVenny: 16(4). Reanalysis of Thickness Loss Data for Weathering Reddy, and B. B. Pandey; 16(1), 45-53 (2004).
331-40 (2004). Steel. — Richard H. McCuen and Pedro Micromechanical Modeling of Steady-State Defor-
Performance of Brick Aggregate Concrete at High Albrecht; 16(3), 237-46 (2004). mation in Asphalt. — V. S. Deshpande and D.
Temperatures. — Fouad M. Khalaf and Alan S. Corrosion control Cebon; 16(2), 100-6 (2004).
DeVenny; 16(6), 556-65 (2004). Cathodic Protection of Reinforcing Steel in Con- Compression and Deformation Performance of
Failure Mechanism of Concrete under Fatigue crete Using Conductive-Polymer System. — Concrete Containing Postconsumer Plastics. —
Compressive Load. — Bin Mu, Kolluru V. Sub- Andrés A. Torres-Acosta, Rajan Sen, and Miguel Ashraf M. Ghaly and Michael S. Gill: 16(4),
ramaniam, and S. P. Shah; 16(6), 566-72 (2004). Martinez-Madrid; 16(4), 315-21 (2004). 289-96 (2004).
Flow Performance of High-Fluidity Concrete. — Crack propagation Density
Zhuguo Li, Taka-aki Ohkubo, and Yasuo Methodology for Random Surface-Initiated Crack Effect of Aggregate Angularity on Base Material
Tanigawa: 16(6), 588-96 (2004). Growth Prediction in Asphalt Pavements. — M. Properties. — Vincent Janoo, Jack J. Bayer, Jr.,
Treatments for the Improvement of Recycled W. Kumara, M. Gunaratne, J. J. Lu, and B. and ChristopherC . Benda; 16(6), 614-22 (2004).
Aggregate. — Amnon Katz: 16(6), 597-603 Dietrich; 16(2), 175-85 (2004).
(2004). Fatigue Characteristics of Asphalt Concrete from Digital techniques
Assessment of Fire-Damaged Mortar Using Digital
Concrete blocks Asphalt Slab Tests. — Yonggi Li and John B.
Image Process. — Deng-Fong Lin, Her-Yung
Potential Use of Volcanic Pumice as a Construction Metcalf: 16(4), 306-14 (2004).
Wang, and Huan-Lin Luo; 16(4), 383-6 (2004).
Material. — Khandaker M. Anwar Hossain: Cracking
16(6), 573-7 (2004). Mechanical Characteristics of Axially Restrained Dilatancy
Concrete structures Concrete Specimens at Early Ages. — Eun-Ik Micromechanical Modeling of Steady-State Defor-
Cathodic Protection of Reinforcing Steel in Con- Yang, Seong-Tae Yi, and Hyun-Jong Lee; 16(1), mation in Asphalt. — V. S. Deshpande and D.
crete Using Conductive-Polymer System. — 35-44 (2004). Cebon; 16(2), 100-6 (2004).
Andrés A. Torres-Acosta, Rajan Sen, and Miguel Microstructure and Fracture in Asphalt Mixtures Discrete elements
Martinez-Madrid; 16(4), 315-21 (2004). Using a Boundary Element Approach. — B. Bir- Discrete Element Modeling to Predict the Modulus
Concrete, reinforced gisson, C. Soranakom, J. A. L. Napier, and R. of Asphalt Concrete Mixtures. — Z. You and W.
Impact Response of Steel Fiber-Reinforced Con- Roque; 16(2), 116-21 (2004). G. Buttlar; 16(2), 140-6 (2004).
crete Using a Split Hopkinson Pressure Bar. — Methodology for Random Surface-Initiated Crack Ductility
T. S. Lok and P. J. Zhao; 16(1), 54-9 (2004). Growth Prediction in Asphalt Pavements. — M. Constitutive Model for Confined High Strength
Influence of Fiber-Reinforced Concrete on Radon W. Kumara, M. Gunaratne, J. J. Lu, and B. Concrete Subjected to Cyclic Loading. —
Concentrations. — Robert A. Brounstein and Dietrich; 16(2), 175-85 (2004). Weena P. Lokuge, J. G. Sanjayan, and Sujeeva
William H. Johnson; 16(6), 646-9 (2004). Contaminant Barrier Materiai Textural Response to Setunge; 16(4), 297-305 (2004).
656 / JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004
Durability Fiber reinforced materials Ash in Controlling Expansion due to Alkali-
Influence of Environmental Aging on Properties of Impact Response of Steel Fiber-Reinforced Con- Silica Reaction Using Modified ASTM C 1260
Polymeric Mortars. — M. A. Goncalves da crete Using a Split Hopkinson Pressure Bar. — Test Method. — Chang-Seon Shon, Shondeep L.
Silva; 16(5), 461-8 (2004). T. S. Lok and P. J. Zhao: 16(1), 54-9 (2004). Sarkar, and Dan G. Zollinger: 16(1), 20-7
Accelerated Weathering of Natural Fiber-Filled Development of a Direct Tensile Test for Com- (2004).
Polyethylene Composites. — Thomas Lundin, pacted Earth Blocks Reinforced with Natural Carbonation-Porosity-Strength Model for Fly Ash
Steven M. Cramer, Robert H. Falk, and Colin Fibers. — A. Mesbah, J.C. Morel, P. Walker, and Concrete. Cengiz Duran Atis: 16(1), 91-4
Felton: 16(6), 547-55 (2004). Kh. Ghavami; 16(1), 95-8 (2004). (2004)
Environmental issues Fiber-Cement Extrudates with Perlite Subjected to
Fracture mechanics
Recycling of Demolished Masonry Rubble as High Temperatures. — Zongjin Li, Xiangming
Coarse Aggregate in Concrete: Review. — Zhou, and Bin Shen; 16(3), 221-9 (2004). Evaluating Four-Point Bend Fatigue of Asphalt
Fouad M. Khalaf and Alan S. DeVenny: 16/4). Influence of Fiber-Reinforced Concrete on Radon Mix Using Image Analysis. A. M. Hartman
331-40 (2004). Concentrations. — Robert A. Brounstein and and M. D. Gilchrist: 16(1), 60-8 (2004),
Epoxy coatings William H. Johnson: 16(6), 646-9 (2004). Fractures
Freeze-Thaw Resistance of Fiber-Reinforced Poly- Fiber reinforced plastics Microstructure and Fracture in Asphalt Mixtures
mer Composites Adhesive Bonds with Under- Cathodic Protection of Reinforcing Steel in Con- Using a Boundary Element Approach. — B. Bir-
water Curing Epoxy. — Roberto Lopez-Anido, crete Using Conductive-Polymer System. gisson, C. Soranakom, J. A. L. Napier, and R
Antonis P. Michael, and Thomas C. Sandford; Andrés A. Torres-Acosta, Rajan Sen, and Miguel Roque; 16/2), 116-21 (2004).
16(3), 283-6 (2004). Martinez-Madrid: 16(4), 315-21 (2004). Methodology for Random Surface-Initiated Crack
Long-Term Performance of Epoxy Coated Clay Accelerated Weathering of Natural Fiber-Filled Growth Prediction in Asphalt Pavements. — M.
Bricks in Sulfuric Acid. — J. Liu and C. Polyethylene Composites. — Thomas Lundin, W. Kumara, M. Gunaratne, J. J. Lu, and B.
Vipulanandan; 16(4), 349-55 (2004). Steven M. Cramer, Robert H. Falk, and Colin Dietrich: 16(2), 175-85 (2004).
Estimation Felton: 16(6), 547-55 (2004). Freeze-thaw
Application of Neural Networks for Estimation of Fiber reinforced polymers Contaminant Barrier Material Textural Response to
Concrete Strength. — Jong-In Kim, Doo Kie Freeze-Thaw Resistance of Fiber-Reinforced Poly-
Interaction with Aqueous Polymers. John L.
Kim, Maria Q. Feng, and Frank Yazdani; 16(3). mer Composites Adhesive Bonds with Under-
Daniels and Hilary |. Inyang: 16(3), 265-75
257-64 (2004). water Curing Epoxy. — Roberto Lopez-Anido,
(2004).
Expansion Antonis P. Michael, and Thomas C. Sandford;
Freeze-Thaw Resistance of Fiber-Reinforced Poly-
Testing the Effectiveness of Class C and Class F Fly 16(3), 283-6 (2004).
mer Composites Adhesive Bonds with Under-
Ash in Controlling Expansion due to Alkali- Finite element method
water Curing Epoxy Roberto Lopez-Anido,
Silica Reaction Using Modified ASTM C 1260 Linear and Nonlinear Viscoelastic Analysis of the
Antonis P. Michael, and Thomas C. Sandford:
Test Method. — Chang-Seon Shon, Shondeep L. Microstructure of Asphalt Concretes. — A. R.
16(3), 283-6 (2004)
Sarkar, and Dan G. Zollinger; 16(1), 20-7 Abbas, A. T. Papagiannakis, and E. A. Masad:
(2004). 16(2), 133-9 (2004). Friction
Experimentation Fire resistance Yield Model of High Fluidity Concrete in Fresh
Microstructural Simulation of Asphalt Materials: Stress-Strain Curves for High Strength Concrete at State. Zhuguo Li, Taka-aki Ohkubo, and
Modeling and Experimental Studies. — Martin Elevated Temperatures. — Fu-Ping Cheng, V. K. Yasuo Tanigawa: 16(3), 195-201 (2004)
H. Sadd, Qingli Dai, Venkitanarayanan R. Kodur, and Tien-Chih Wang; 16(1), 84-90 Glass
Parameswaran, and Arun Shukla: 16(2), 107-15 (2004). Bond Characteristics of Carbon, Alkali Resistant
(2004). Flexible pavements Glass, and Aramid Textiles in Mortar. — Shilang
Failure load Crumb Rubber-Bitumen Interactions: Diffusion of Xu, Markus Kruger. Hans-Wolf Reinhardt, and
Bending-Punching Shear Interaction in an Oriented Bitumen into Rubber. Panagiotis Frantzis: Josko O7bolt; 16/4), 356-64 (2004).
Strand Board. — Wilfred H. Thomas: 16(4), 16(4), 387-90 (2004). Select Engineering Characteristics of Crushed
341-8 (2004). Flexible pipes Glass. Joseph Wartman, Dennis G. Grubb,
Failures Constitutive Model for High Density Polyethylene and A. S. M. Nasim: 16(6), 526-39 (2004)
Failure Mechanism of Concrete under Fatigue Material: Systematic Approach. — Muhannad T.
Gradients
Compressive Load. — Bin Mu, Kolluru V. Sub- Suleiman and Brian J. Coree: 16(6), 511-5
Application of Mixture Theory in the Evaluation of
ramaniam, and S. P. Shah; 16(6), 566-72 (2004). (2004).
Mechanical Properties of Asphalt Concrete
Fatigue Flexural strength
Linbing Wang, X. Wang, Louay Mohammad,
Evaluating Four-Point Bend Fatigue of Asphalt Properties of Polymer Concrete Using Fly Ash.
and Yongping Wang: 16(2), 167-74 (2004)
Mix Using Image Analysis. — A. M. Hartman K. S. Rebeiz, S. P. Serhal, and A. P. Craft: 16(1),
and M. D. Gilchrist; 16(1), 60-8 (2004). 15-9 (2004), High strength concretes
Influence of Asphalt Mixture Stiffness on Fatigue Flexure Mechanical Characteristics of Axially Restrained
Failure. — Robert Lundstrom, Herve Di Bene- Evaluating Four-Point Bend Fatigue of Asphalt Concrete Specimens at Early Ages. Eun-tk
detto, and Ulf Isacsson: 16(6), 516-25 (2004). Mix Using Image Analysis. A. M. Hartman Yang. Seong-Tae Yi, and Hyun-Jong Lee; 16(1),
Failure Mechanism of Concrete under Fatigue and M. D. Gilchrist; 16(1), 60-8 (2004). 35-44 (2004)
Compressive Load. — Bin Mu, Kolluru V. Sub- Flocculation Stress-Strain Curves for High Strength Concrete at
ramaniam, and S. P. Shah; 16(6), 566-72 (2004). Theoretical Analysis of Time-Dependence and Elevated Temperatures. — Fu-Ping Cheng, V. K.
Linear Viscoelastic and Fatigue Characteristics of Thixotropy of Fluidity for High Fluidity R. Kodur, and Tien-Chih Wang: 16(1), 84-90
Styrene—Butadiene—Styrene Modified Asphalt Concrete. — Zhuguo Li, Taka-aki Ohkubo, and (2004)
Mixtures. — Robert Lundstrom and Ulf Yasuo Tanigawa: 16(3), 247-56 (2004). Constitutive Model for Contined High Strength
Isacsson; 16(6), 629-38 (2004). Fluid flow Concrete Subjected to Cyclic Loading.
Fatigue strength Flow Performance of High-Fluidity Concrete. Weena P. Lokuge. J. G. Sanjayan, and Sujeeva
Laboratory Evaluation of Crumb Rubber Modified Zhuguo Li, Taka-aki Ohkubo, and Yasuo Setunge: 16(4), 297-305 (2004)
Asphalt Mixes. — S. K. Palit. K. Sudhakar Tanigawa: 16(6), 588-96 (2004). Comparison of Bond Strength of Steel Bars in
Reddy, and B. B. Pandey: 16(1), 45-53 (2004). Fly ash Normal- and High-Strength Concrete M.H
Fatigue tests Properties of Polymer Concrete Using Fly Ash. Harajli; 16(4), 365-74 (2004)
Fatigue Characteristics of Asphalt Concrete from K. S. Rebeiz, S. P. Serhal, and A. P. Craft: 16(1). Utilization of Palm Oi) Fuel Ash in High-Strength
Asphalt Slab Tests. — Yonggi Li and John B. 15-9 (2004). Concrete. — Vanchai Sata, Chai Jaturapitakkul,
Metcalf; 16(4), 306-14 (2004). Testing the Effectivenesso f Class C and Class F Fly and Kraiwood Kiattikomol; 16(6), 623-8 (2004).
JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 657
Hydration C. Mahboub, R. Michael Anderson, Eyad Application of Neural Networks for Estimation of
Theoretical Analysis of Time-Dependence and Masad, and Laith Tashman; 16(1), 78-83 (2004). Concrete Strength. — Jong-In Kim, Doo Kie
Thixotropy of Flvidity for High Fluidity Application of Mixture Theory in the Evaluation of Kim, Maria Q. Feng, and Frank Yazdani; 16(3),
Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Mechanical Properties of Asphalt Concrete. — 257-64 (2004).
Yasuo Tanigawa; 16(3), 247-56 (2004). Linbing Wang, X. Wang, Louay Mohammad, Mixtures
Image analysis and Yongping Wang; 16(2), 167-74 (2004). Application of a Temperature Dependent Visco-
Evaluating Four-Point Bend Fatigue of Asphalt Bending-Punching Shear Interaction in an Oriented plastic Hierarchical Single Surface Model for
Mix Using Image Analysis. — A. M. Hartman Strand Board. — Wilfred H. Thomas; 16(4), Asphalt Mixtures. — Baoshan Huang, Louay N.
and M. D. Gilchrist; 16(1), 60-8 (2004). 341-8 (2004). Mohammad, and G. Wije Wathugala: 16(2),
Assessment of Fire-Damaged Mortar Using Digital Influence of Environmental Aging on Properties of 147-54 (2004).
Image Process. — Deng-Fong Lin, Her- Yung Polymeric Mortars. — M. A. Gongalves da Application of Mixture Theory in the Evaluation of
Wang, and Huan-Lin Luo; 16(4), 383-6 (2004). Silva; 16(5), 461-8 (2004). Mechanical Properties of Asphalt Concrete. —
Interaction models Metals Linbing Wang, X. Wang, Louay Mohammad,
Bending-Punching Shear Interaction in an Oriented Performance of Corrugated Metal Ties for Brick and Yongping Wang; 16(2), 167-74 (2004).
Strand Board. — Wilfred H. Thomas; 16/4), Veneer Wall Systems. — Young-Hwan Choi and Gradation Control of Bottom Ash Aggregate in Su-
341-8 (2004). James M. LaFave: 16(3), 202-11 (2004). perpave Bituminous Mixes. — V. O. Ogunro, H.
Laboratory tests Micromechanics I. Inyang, F Hooper, D. Young, and A. Oturkar;
Laboratory Evaluation of Crumb Rubber Modified Micromechanical Modeling of Steady-State Defor- 16(6), 604-13 (2004).
Asphalt Mixes. — S. K. Palit, K. Sudhakar mation in Asphalt. — V. S. Deshpande and D.
Models
Reddy, and B. B. Pandey: 16(1), 45-53 (2004). Cebon; 16(2), 100-6 (2004).
Ternary and Multivariate Quality Control Charts of
Bending-Punching Shear Interaction in an Oriented Linear Viscoelastic Analysis of Asphalt Mastics. —
Aggregate Gradation for Hot Mix Asphalt. —
Strand Board. — Wilfred H. Thomas; 16(4), Yong-Rak Kim and D. N. Little; 16(2), 122-32
Guigin Yang, Daren B. H. Cline, Robert L. Lyt-
341-8 (2004). (2004).
ton, and Dallas N. Little: 16(1), 28-34 (2004).
Landfills Discrete Element Modeling to Predict the Modulus
Micromechanical Modeling of Steady-State Defor-
Compression and Deformation Performance of of Asphalt Concrete Mixtures. — Z. You and W.
mation in Asphalt. — V. S. Deshpande and D.
Concrete Containing Postconsumer Plastics. — G. Buttlar; 16(2), 140-6 (2004).
Cebon; 16(2), 100-6 (2004).
Ashraf M. Ghaly and Michael S. Gill; 16(4), Microscopy
Microstructural Simulation of Asphalt Materials:
289-96 (2004). Mineralogy of Soil Susceptible to Sulfate Attack
Modeling and Experimental Studies. — Martin
Lightweight concrete after Stabilization. — Lan Wang, Amitava Roy,
H. Sadd, Qingli Dai, Venkitanarayanan
Potential Use of Volcanic Pumice as a Construction Roland Tittsworth, and Roger K. Seals: 16(4),
Parameswaran, and Arun Shukla; 16(2), 107-15
Material. — Khandaker M. Anwar Hossain; 375-82 (2004).
(2004).
16(6), 575-7 (3004). Microstructure Discrete Element Modeling to Predict the Modulus
Linear analysis Thermal Conductivity of Clay Bricks. — Michele of Asphalt Concrete Mixtures. — Z. You and W.
Linear Viscoelastic Analysis of Asphalt Mastics. — Dondi, Francesca Mazzanti, Paolo Principi,
G. Buttlar; 16(2), 140-6 (2004).
Yong-Rak Kim and D. N. Little: 16(2), 122-32 Mariarosa Raimondo, and Giorgio Zanarini; Application of a Temperature Dependent Visco-
(2004). 16(1), 8-14 (2004).
plastic Hierarchical Single Surface Model for
Loads Microstructural Simulation of Asphalt Materials:
Asphalt Mixtures. — Baoshan Huang, Louay N.
Failure Mechanism of Concrete under Fatigue Modeling and Experimental Studies. — Martin
Mohammad, and G. Wije Wathugala: 16(2),
Compressive Load. — Bin Mu, Kolluru V. Sub- H. Sadd, Qingli Dai, Venkitanarayanan
147-54 (2004).
ramaniam, and S. P. Shah; 16(6), 566-72 (2004). Parameswaran, and Arun Shukla; 16(2), 107-15
Permeable Porosity and Thermal Conductivity of
Masonry (2004).
Construction Materials. — B. Bhattacharjee and
Recycling of Demolished Masonry Rubble as Microstructure and Fracture in Asphalt Mixtures
S. Krishnamoorthy; 16(4), 322-30 (2004).
Coarse Aggregate in Concrete: Review. — Using a Boundary Element Approach. — B. Bir-
Long-Term Performance of Epoxy Coated Clay
Fouad M. Khalaf and Alan S. DeVenny: 16/4), gisson, C. Soranakom, J. A. L. Napier, and R.
Bricks in Sulfuric Acid. — J. Liu and C.
331-40 (2004). Roque: 16(2), 116-21 (2004).
Vipulanandan; 16(4), 349-55 (2004).
Performance of Brick Aggregate Concrete at High Fiber-Cement Extrudates with Perlite Subjected to
Temperatures. — Fouad M. Khalaf and Alan S. High Temperatures. — Zongjin Li, Xiangming Moisture
DeVenny; 16(6), 556-65 (2004). Zhou, and Bin Shen; 16(3), 221-9 (2004). Effects of Crack Width and Permeability on
Material failure Treatments for the Improvement of Recycled Moisture-Induced Damage of Pavements. —
Evaluating Four-Point Bend Fatigue of Asphalt Aggregate. — Amnon Katz: 16(6), 597-603 Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun
Mix Using Image Analysis. — A. M. Hartman (2004). Young; 16(3), 276-82 (2004).
Effect of Aggregate Angularity on Base Material
and M. D. Gilchrist; 16(1), 60-8 (2004). Mineral analysis
Material failures Mineralogy of Soil Susceptible to Sulfate Attack Properties. — Vincent Janoo, Jack J. Bayer, Jr.,
and Christopher C. Benda; 16(6), 614-22 (2004).
Influence of Asphalt Mixture Stiffness on Fatigue after Stabilization. — Lan Wang, Amitava Roy,
Failure. — Robert Lundstrom, Hervé Di Bene- Roland Tittsworth, and Roger K. Seals; 16(4), Mortars
detto, and Ulf Isacsson; 16(6), 516-25 (2004). 375-82 (2004). Bond Characteristics of Carbon, Alkali Resistant
Material properties Mineralogy Glass, and Aramid Textiles in Mortar. — Shilang
Theoretical Analysis of Time-Dependence and Thermal Conductivity of Clay Bricks. — Michele Xu, Markus Kruger, Hans-Wolf Reinhardt, and
Thixotropy of Fluidity for High Fluidity Dondi, Francesca Mazzanti, Paolo Principi, Josko Ozbolt; 16(4), 356-64 (2004).
Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Mariarosa Raimondo, and Giorgio Zanarini; Assessment of Fire-Damaged Mortar Using Digital
Yasuo Tanigawa; 16(3), 247-56 (2004). 16(1), 8-14 (2004). Image Process. — Deng-Fong Lin, Her- Yung
Select Engineering Characteristics of Crushed Mineralogy of Soil Susceptible to Sulfate Attack Wang, and Huan-Lin Luo; 16(4), 383-6 (2004).
Glass. — Joseph Wartman, Dennis G. Grubb, after Stabilization. — Lan Wang, Amitava Roy, Influence of Environmental Aging on Properties of
and A. S. M. Nasim; 16(6), 526-39 (2004). Roland Tittsworth, and Roger K. Seals; 16(4), Polymeric Mortars. — M. A. Gongalves da
Mechanical properties 375-82 (2004). Silva; 16(5), 461-8 (2004).
Mechanical Properties and Strength of Aged Cast Mixing Neural networks
Iron Water Pipes. — Michael V. Seica and Jef- Ternary and Multivariate Quality Control Charts of Application of Neural Networks for Estimation of
frey A. Packer; 16(1), 69-77 (2004). Aggregate Gradation for Hot Mix Asphalt. — Concrete Strength. — Jong-In Kim, Doo Kie
Comparing Superpave Gyratory Compactor Data Guigin Yang, Daren B. H. Cline, Robert L. Lyt- Kim, Maria Q. Feng, and Frank Yazdani; 16(3),
to Field Cores. — Robert L. Peterson, Kamyar ton, and Dallas N. Little; 16(1), 28-34 (2004). 257-64 (2004).
658 / JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004
Nevada Polyethylene Recycling
Influence of Fiber-Reinforced Concrete on Radon Constitutive Model for High Density Polyethylene Properties of Polymer Concrete Using Fly Ash. —
Concentrations. — Robert A. Brounstein and Material: Systematic Approach. — Muhannad T. K. S. Rebeiz, S. P. Serhal, and A. P. Craft: 16(1),
William H. Johnson; 16(6), 646-9 (2004). Suleiman and Brian J. Coree: 16(6), 511-5 15-9 (2004).
Nonlinear analysis (2004). Investigation into Waste Tire Rubber-Filled
Linear and Nonlinear Viscoelastic Analysis of the Accelerated Weathering of Natural Fiber-Filled Concrete. — Baoshan Huang, Guogiang Li, Su-
Microstructure of Asphalt Concretes. — A. R. Polyethylene Composites. — Thomas Lundin, Seng Pang. and john Eggers; 16(3), 187-94
Abbas, A. T. Papagiannakis, and E. A. Masad: Steven M. Cramer, Robert H. Falk, and Colin (2004).
16(2), 133-9 (2004). Felton; 16(6), 547-55 (2004). Steel Slag—tts Production, Processing, Character-
Particle interactions Polymer concrete istics, and Cementitious Properties. — Caijun
Flow Performance of High-Fluidity Concrete. — Properties of Polymer Concrete Using Fly Ash. — Shi; 16(3), 230-6 (2004).
Zhuguo Li, Taka-aki Ohkubo, and Yasuo K. S. Rebeiz, S. P. Serhal, and A. P. Craft: 16(1), Compression and Deformation Performance of
Tanigawa; 16(6), 588-96 (2004). 15-9 (2004). Concrete Containing Postconsumer Plastics. —
Particles Polymers Ashraf M. Ghaly and Michael S. Gill; 16(4),
289-96 (2004).
Effect of Aggregate Angularity on Base Material Contaminant Barrier Material Textural Response to Recycling of Demolished Masonry Rubble as
Interaction with Aqueous Polymers. — John L.
Properties. — Vincent Janoo, Jack J. Bayer, Jr., Coarse Aggregate in Concrete: Review. —
and ChristopherC . Benda; 16(6), 614-22 (2004). D(2a0n0i4e)l.s and Hilary |. Inyang; 16(3), 265-75 Fouad M. Khalaf and Alan S. DeVenny: 16/4).
Pavement deterioration 331-40 (2004).
Cathodic Protection of Reinforcing Steel in Con-
Effects of Crack Width and Permeability on Crumb Rubber-Bitumen Interactions: Diffusion of
crete Using Conductive-Polymer System. —
Moisture-Induced Damage of Pavements. — Bitumen into Rubber. Panagiotis Frantzis:
Andrés A. Torres-Acosta, Rajan Sen, and Miguel
Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun 16(4), 387-90 (2004).
Martinez-Madrid; 16(4), 315-21 (2004).
Young; 16(3), 276-82 (2004). Select Engineering Characteristics of Crushed
Influence of Environmental Aging on Properties of
Pavements Polymeric Mortars. — M. A. Gongalves da Glass. — Joseph Wartman, Dennis G. Grubb,
Thermodynamic Framework for the Constitutive Silva; 16(5), 461-8 (2004). and A. S. M. Nasim; 16(6), 526-39 (2004).
Modeling of Asphalt Concrete: Theory and Linear Viscoelastic and Fatigue Characteristics of Performance of Brick Aggregate Concrete at High
Applications. — J. Murali Krishnan and K. R. Styrene—Butadiene—Styrene Modified Asphalt Temperatures. — Fouad M. Khalaf and Alan S.
Rajagopal; 16(2), 155-66 (2004). Mixtures. — Robert Lundstrom and Ulf DeVenny: 16(6), 556-65 (2004).
Fatigue Characteristics of Asphalt Concrete from Isacsson; 16(6), 629-38 (2004). Treatments for the Improvement of Recycled
Asphalt Slab Tests. — Yonggi Li and John B. Aggregate. Amnon Katz; 16(6), 597-603
Porosity
Metcalf; 16(4), 306-14 (2004). (2004).
Carbonation-Porosity-Strength Model for Fly Ash
Gradation Control of Bottom Ash Aggregate in Su- Concrete. — Cengiz Duran Atis; 16(1), 91-4 Gradation Control of Bottom Ash Aggregate in Su-
perpave Bituminous Mixes. — V. O. Ogunro, H. (2004). perpave Bituminous Mixes. — V. O. Ogunro, H.
I. Inyang, F Hooper, D. Young, and A. Oturkar; Fiber-Cement Extrudates with Perlite Subjected to I. Inyang, F Hooper, D. Young, and A. Oturkar;
16(6), 604-13 (2004). High Temperatures. — Zongjin Li, Xiangming 16(6), 604-13 (2004).
Utilization of Palm Oil Fuel Ash in High-Strength
Permeability Zhou, and Bin Shen; 16(3), 221-9 (2004).
Concrete. — Vanchai Sata, Chai Jaturapitakkul,
Effects of Crack Width and Permeability on Permeable Porosity and Thermal Conductivity of
and Kraiwood Kiattikomol; 16(6), 623-8 (2004),
Moisture-Induced Damage of Pavements. — Construction Materials. — B. Bhattacharjee and
Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun S. Krishnamoorthy; 16(4), 322-30 (2004). Rehabilitation
Young; 16(3), 276-82 (2004). Portland cements Methodology for Random Surtace-Initiated Crack
Growth Prediction in Asphalt Pavements. — M
Piles Investigation into Waste Tire Rubber-Filled
W. Kumara, M. Gunaratne, J. J. Lu, and B.
Freeze-Thaw Resistance of Fiber-Reinforced Poly- Concrete. — Baoshan Huang, Guogiang Li, Su-
Dietrich; 16(2), 175-85 (2004)
mer Composites Adhesive Bonds with Under- Seng Pang, and John Eggers: 16(3), 187-94
Residual strength
water Curing Epoxy. — Roberto Lopez-Anido, (2004).
Fiber-Cement Extrudates with Perlite Subjected to
Antonis P. Michael, and Thomas C. Sandford: Pull-out resistance High Temperatures. Zongjin Li, Xiangming
16(3), 283-6 (2004). Bond Characteristics of Carbon, Alkali Resistant Zhou, and Bin Shen; 16(3), 221-9 (2004),
Pipes Glass, and Aramid Textiles in Mortar. — Shilang
Rheological properties
Mechanical Properties and Strength of Aged Cast Xu, Markus Kruger, Hans-Wolf Reinhardt, and
Linear Rheological Behavioro f Bituminous Paving
Iron Water Pipes. — Michael V. Seica and Jef- Josko Ozbolt; 16(4), 356-64 (2004).
Materials. — Gordon D. Airey, Behzad Ra-
frey A. Packer; 16(1), 69-77 (2004). Pumice himzadeh, and Andrew C. Collop; 16(3), 212-20
Plastic pipes Potential Use of Volcanic Pumice as a Construction (2004).
Constitutive Model for High Density Polyethylene Material. — Khandaker M. Anwar Hossain;
Rheology
Material: Systematic Approach. — Muhannad T. 16(6), 573-7 (2004).
Linear Viscoelastic Analysiso fA sphalt Mastics. —
Suleiman and Brian J. Coree; 16(6), 511-5 Quality control Yong-Rak Kim and D. N. Little; 16(2), 122-32
(2004). Ternary and Multivariate Quality Control Charts of (2004).
Plastics Aggregate Gradation for Hot Mix Asphalt. — Linear Viscoelastic and Fatigue Characteristics of
Compression and Deformation Performance of Guigin Yang, Daren B. H. Cline, Robert L. Lyt- Styrene—Butadiene—Styrene Moditied Asphalt
Concrete Containing Postconsumer Plastics. — ton, and Dallas N. Little; 16(1), 28-34 (2004). Mixtures. — Robert Lundstrom and Ulf
Ashraf M. Ghaly and Michael S. Gill; 16(4), Radiography Isacsson: 16(6), 629-38 (2004).
289-96 (2004). Application of Mixture Theory in the Evaluation of Rubber
Crumb Rubber-Bitumen Interactions: Diffusion of Mechanical Properties of Asphalt Concrete. — Laboratory Evaluation of Crumb Rubber Modified
Bitumen into Rubber. — Panagiotis Frantzis; Linbing Wang, X. Wang, Louay Mohammad, Asphalt Mixes. — S. K. Palit, K. Sudhakar
16(4), 387-90 (2004). and Yongping Wang: 16(2), 167-74 (2004). Reddy, and B. B. Pandey; 16(1), 45-53 (2004).
Plates Radon Investigation into Waste Tire Rubber-Filled
Bending-Punching Shear Interaction in an Oriented Influence of Fiber-Reinforced Concrete on Radon Concrete. — Baoshan Huang, Guogiang Li, Su-
Strand Board. — Wilfred H. Thomas; 16(4), Concentrations. — Robert A. Brounstein and Seng Pang, and John Eggers; 16(3), 187-94
341-8 (2004). William H. Johnson; 16(6), 646-9 (2004). (2004).
JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 659
Crumb Rubber-Bitumen Interactions: Diffusion of Cathodic Protection of Reinforcing Steel in Con- Temperature effects
Bitumen into Rubber. — Panagiotis Frantzis: crete Using Conductive-Polymer System. — Assessment of Fire-Damaged Mortar Using Digital
16(4), 387-90 (2004). Andres A. Torres-Acosta, Rajan Sen, and Miguel Image Process. — Deng-Fong Lin, Her-Yung
Sampling Martinez-Madrid: 16(4), 315-21 (2004). Wang. and Huan-Lin Luo: 16(4), 383-6 (2004).
Effect of Aggregate Angularity on Base Material Comparison of Bond Strength of Steel Bars in Tensile strength
Properties. — Vincent Janoo, Jack J. Bayer, Jr.. Normal- and High-Strength Concrete. — M. H. Mechanical Characteristics of Axially Restrained
and ChristopherC . Benda; 16(6), 614-22 (2004). Harajli: 16(4), 365-74 (2004). Concrete Specimens at Early Ages. — Eun-Ik
Seismic analysis Steel cables Yang, Seong-Tae Yi, and Hyun-Jong Lee: 16(1),
Constitutive Model for Confined High Strength Environmental Factors Affecting Corrosion of Gal- 35-44 (2004).
Concrete Subjected to Cyclic Loading. — vanized Steel Wires. — Keita Suzumura and Development of a Direct Tensile Test for Com-
Weena P. Lokuge, J. G. Sanjayan, and Sujeeva Shun-ichi Nakamura: 16(1), 1-7 (2004). pacted Earth Blocks Reinforced with Natural
Setunge: 16/4), 297-305 (2004). Stiffness Fibers. — A. Mesbah, J.C. Morel, P. Walker, and
Shear strength Discrete Element Modeling to Predict the Modulus Kh. Ghavami: 16(1), 95-8 (2004).
Properties of Polymer Concrete Using Fly Ash. — of Asphalt Concrete Mixtures. — Z. You and W. Textiles
K. S. Rebeiz. S. P. Serhal, and A. P. Craft: 16(1). G. Buttlar: 16(2), 140-6 (2004). Bond Characteristics of Carbon, Alkali Resistant
15-9 (2004). Influence of Asphalt Mixture Stiffness on Fatigue Glass, and Aramid Textiles in Mortar. — Shilang
Effect of Aggregate Angularity on Base Material Failure. — Robert Lundstrom, Hervé Di Bene- Xu. Markus Kruger, Hans-Wolf Reinhardt, and
Properties. — Vincent Janoo, Jack J. Bayer, Jr.. detto, and Ulf Isacsson: 16(6), 516-25 (2004). Josko Ozbolt: 16(4), 356-64 (2004).
and ChristopherC . Benda: 16/6), 614-22 (2004). Strain distribution Thailand
Shear stress Influence of Asphalt Mixture Stiffness on Fatigue Utilization of Palm Oil Fuel Ash in High-Strength
Theoretical Analysis of Time-Dependence and Failure. — Robert Lundstrom, Hervé Di Bene- Concrete. — Vanchai Sata, Chai Jaturapitakkul.
Thixotropy of Fluidity for High Fluidity detto, and Ulf Isacsson: 16(6), 516-25 (2004). and Kraiwood Kiattikomol: 16(6), 623-8 (2004).
Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Strain rate Thermal analysis
Yasuo Tanigawa: 16(3), 247-56 (2004). Impact Response of Steel Fiber-Reinforced Con- Mineralogy of Soil Susceptible to Sulfate Attack
Shrinkage crete Using a Split Hopkinson Pressure Bar. — after Stabilization. — Lan Wang, Amitava Roy,
Mechanical Characteristics of Axially Restrained T. S. Lok and P. J. Zhao: 16(1), 54-9 (2004). Roland Tittsworth, and Roger K. Seals: 16/4),
Concrete Specimens at Early Ages. — Eun-Ik Strength 375-82 (2004).
Yang. Seong-Tae Yi, and Hyun-Jong Lee: 16(1). Mechanical Properties and Strength of Aged Cast
Thermal insulation
35-44 (2004). Iron Water Pipes. — Michael V. Seica and Jef-
Thermal Conductivity of Clay Bricks. — Michele
Simple shear tests frey A. Packer: 16(1), 69-77 (2004).
Dondi, Francesca Mazzanti, Paolo Principi.
Linear and Nonlinear Viscoelastic Analysis of the Carbonation-Porosity-Strength Model for Fly Ash
Mariarosa Raimondo, and Giorgio Zanarini:
Microstructure of Asphalt Concretes. — A. R. Concrete. — Cengiz Duran Atis: 16(1), 91-4
16(1), 8-14 (2004).
Abbas, A. T. Papagiannakis, and E. A. Masad: (2004).
Fiber-Cement Extrudates with Perlite Subjected to
16(2), 133-9 (2004). Stress analysis
High Temperatures. — Zongjin Li, Xiangming
Slabs Bending-Punching Shear Interaction in an Oriented Zhou, and Bin Shen; 16(3), 221-9 (2004).
Fatigue Characteristics of Asphalt Concrete from Strand Board. — Wilfred H. Thomas: 16/4). Potential Use of Volcanic Pumice as a Construction
Asphalt Slab Tests. — Yongqi Li and John B. 341-8 (2004).
Material. — Khandaker M. Anwar Hossain:
Metcalf; 16(4), 306-14 (2004). Stress strain curves 16(6), 573-7 (2004).
Slag Stress-Strain Curves for High Strength Concrete at
Thermal properties
Steel Slag—lIts Production, Processing, Character- Elevated Temperatures. — Fu-Ping Cheng. V. K.
Permeable Porosity and Thermal Conductivity of
istics, and Cementitious Properties. — Caijun R. Kodur, and Tien-Chih Wang: 16(1), 84-90
Construction Materials. — B. Bhattacharjee and
Shi; 16(3), 230-6 (2004). (2004).
S. Krishnamoorthy; 16(4), 322-30 (2004).
Soil stabilization Stripping
Thermodynamics
Mineralogy of Soil Susceptible to Sulfate Attack Effects of Crack Width and Permeability on
Thermodynamic Framework for the Constitutive
after Stabilization. — Lan Wang. Amitava Roy, Moisture-Induced Damage of Pavements. —
Roland Tittsworth, and Roger K. Seals: 16/4), Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun Modeling of Asphalt Concrete: Theory and
Applications. — J. Murali Krishnan and K. R.
375-82 (2004). Young: 16(3), 276-82 (2004).
Rajagopal: 16(2), 155-66 (2004).
Splitting Subgrades
Comparison of Bond Strength of Steel Bars in Effect of Aggregate Angularity on Base Material Ties
Normal- and High-Strength Concrete. — M. H. Properties. — Vincent Janoo, Jack J. Bayer, Jr., Performance of Corrugated Metal Ties for Brick
Harajli: 16(4), 365-74 (2004). and ChristopherC . Benda: 16(6), 614-22 (2004). Veneer Wall Systems. — Young-Hwan Choi and
Stability Temperature James M. LaFave: 16(3), 202-11 (2004).
Prediction of Hot Mix Asphalt Stability Using the Stress-Strain Curves for High Strength Concrete at Time dependence
Superpave Gyratory Compactor. — Samer Des- Elevated Temperatures. — Fu-Ping Cheng. V. K. Theoretical Analysis of Time-Dependence and
souky, Eyad Masad, and Fouad Bayomy: 16/6). R. Kodur, and Tien-Chih Wang: 16(1), 84-90 Thixotropy of Fluidity for High Fluidity
578-87 (2004). (2004). Concrete. — Zhuguo Li, Taka-aki Ohkubo, and
Statistical analysis Application of a Temperature Dependent Visco- Yasuo Tanigawa: 16(3), 247-56 (2004).
Reanalysis of Thickness Loss Data for Weathering plastic Hierarchical Single Surface Model for Tires
Steel. — Richard H. McCuen and Pedro Asphalt Mixtures. — Baoshan Huang, Louay N. Investigation into Waste Tire Rubber-Filled
Albrecht; 16(3), 237-46 (2004). Mohammad, and G. Wije Wathugala: 16(2). Concrete. — Baoshan Huang, Guogiang Li, Su-
Steel 147-54 (2004). Seng Pang. and John Eggers; 16(3), 187-94
Impact Response of Steel Fiber-Reinforced Con- Yield Model of High Fluidity Concrete in Fresh (2004).
crete Using a Split Hopkinson Pressure Bar. — State. — Zhuguo Li, Taka-aki Ohkubo, and Crumb Rubber-Bitumen Interactions: Diffusion of
T. S. Lok and P. J. Zhao: 16(1), 54-9 (2004). Yasuo Tanigawa: 16(3). 195-201 (2004). Bitumen into Rubber. — Panagiotis Frantzis:
Steel Slag—tIts Production, Processing, Character- Fiber-Cement Extrudates with Perlite Subjected to 16(4), 387-90 (2004).
istics, and Cementitious Properties. — Caijun High Temperatures. — Zongjin Li, Xiangming Triaxial tests
Shi; 16(3). 230-6 (2004). Zhou, and Bin Shen; 16(3), 221-9 (2004). Linear and Nonlinear Viscoelastic Analysis of the
Reanalysis of Thickness Loss Data for Weathering Performance of Brick Aggregate Concrete at High Microstructure of Asphalt Concretes. — A. R.
Steel. — Richard H. McCuen and Pedro Temperatures. — Fouad M. Khalaf and Alan S. Abbas, A. T. Papagiannakis, and E. A. Masad:
Albrecht; 16(3), 237-46 (2004). DeVenny: 16(6), 556-65 (2004). 16(2), 133-9 (2004).
660 / JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004
Underground structures Viscoplasticity Polyethylene Composites. —- Thomas Lundin,
Influence of Fiber-Reinforced Concrete on Radon Linear and Nonlinear Viscoelastic Analysis of the Steven M. Cramer, Robert H. Falk, and Colin
Concentrations. — Robert A. Brounstein and Microstructure of Asphalt Concretes. — A. R. Felton; 16(6), 547-55 (2004).
William H. Johnson; 16(6), 646-9 (2004). Abbas, A. T. Papagiannakis, and E. A. Masad: Wood
Underwater structures 16(2), 133-9 (2004). Performance of Corrugated Metal Ties for Brick
Freeze-Thaw Resistance of Fiber-Reinforced Poly- Application of a Temperature Dependent Visco- Veneer Wall Systems. — Young-HwaChno i and
mer Composites Adhesive Bonds with Under- plastic Hierarchical Single Surface Model for James M. LaFave: 16(3), 202-11 (2004),
water Curing Epoxy. — Roberto Lopez-Anido, Asphalt Mixtures. — Baoshan Huang, Louay N Wood floors
Antonis P. Michael, and Thomas C. Sandford; Mohammad, and G. Wije Wathugala: 16(2). Bending-Punching Shear Interaction in an Oriented
16(3), 283-6 (2004).
147-54 (2004). Strand Board Wilfred H. Thomas; 16/4).
Veneers
Viscosity 341-8 (2004)
Performance of Corrugated Metal Ties for Brick
Flow Performance of High-Fluidity Concrete. Wood products
Veneer Wall Systems. — Young-Hwan Choi and
Zhuguo Li, Taka-aki Ohkubo, and Yasuo Accelerated Weathering of Natural Fiber-Filled
James M. LaFave: 16(3), 202-11 (2004).
Verification Tanigawa: 16(6), 588-96 (2004). Polyethylene Composites Thomas Lundin,
Long-Term Performance of Epoxy Coated Clay Walls Steven M. Cramer, Robert H. Falk, and Colin
Felton: 16(6), 547-55 (2004).
Bricks in Sulfuric Acid. — J. Liu and C. Performance of Corrugated Metal Ties for Brick
Vipulanandan; 16(4), 349-55 (2004). Veneer Wall Systems. — Young-Hwan Choi and X-ray analysis
Viscoelasticity James M. LaFave: 16(3), 202-11 (2004). Mineralogy of Soil Susceptible to Sulfate Attack
Linear Viscoelastic Analysis of Asphalt Mastics. — Waste storage after Stabilization Lan Wang. Amitava Roy,
Yong-Rak Kim and D. N. Little; 16(2), 122-32 Contaminant Barrier Material Textural Response to Roland Tittsworth, and Roger K. Seals: 16/4),
(2004). Interaction with Aqueous Polymers. — John L. 375-82 (2004)
Thermodynamic Framework for the Constitutive Daniels and Hilary |. Inyang: 16(3), 265-75 Yield stress
Modeling of Asphalt Concrete: Theory and (2004). Yield Model of High Fluidity Concrete in Fresh
Applications. — J. Murali Krishnan and K. R. State. Zhuguo Li, Taka-aki Ohkubo, and
Rajagopal: 16(2), 155-66 (2004). Water pipelines Yasuo Tanigawa; 16/3), 195-201 (2004)
Mechanical Properties and Strength of Aged Cast
Linear Rheological Behavior of Bituminous Paving Zinc
Iron Water Pipes. — Michael V. Seica and Jef-
Materials. — Gordon D. Airey, Behzad Ra- Environmental Factors Affecting Corrosion of Gal-
himzadeh, and Andrew C. Collop: 16(3), 212-20 frey A. Packer: 16(1), 69-77 (2004). vanized Steel Wires Keita Suzumura and
(2004). Weathering Shun-ichi Nakamura: 16(1), 1-7 (2004)
Linear Viscoelastic and Fatigue Characteristics of Reanalysis of Thickness Loss Data for Weathering Cathodic Protection of Reinforcing Steel in Con-
Styrene—Butadiene—Styrene Modified Asphalt Steel. — Richard H. McCuen and Pedro crete Using Conductive-Polymer System
Mixtures. — Robert Lundstrom and Ulf Albrecht; 16(3), 237-46 (2004). Andres A. Torres-Acosta, Rajan Sen, and Miguel
Isacsson; 16(6), 629-38 (2004). Accelerated Weathering of Natural Fiber-Filled Martinez-Madrid: 16/4), 315-21 (2004).
JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 661
2004 ANNUAL INDEX
Author Index
Abbas, A. R. Bayer, Jack J., Jr. Ceriolo, L.
Linear and Nonlinear Viscoelastic Analysis of the Effect of Aggregate Angularity on Base Material Mechanical and Nondestructive Testing to Verify
Microstructure of Asphalt Concretes. — A. R. Properties. — Vincent Janoo, Jack J. Bayer, Jr., the Effectiveness of Composite Strengthening
Abbas, A. T. Papagiannakis, and E. A. Masad; and Christopher C. Benda; 16(6), 614-22 (2004). on Historical Cast Iron Bridge in Venice, Italy.
16(2), 133-9 (2004). Bayomy, Fouad — F. Bastianini, L. Ceriolo, A. Di Tommaso, and
Aiello, M. A. Prediction of Hot Mix Asphalt Stability Using the G. Zaffaroni: 16(5), 407-13 (2004).
Cracking and Deformability Analysis of Rein- Superpave Gyratory Compactor. — Samer Des- Chehab, Ghassan R.
forced Concrete Beams Strengthened with Ex- souky, Eyad Masad, and Fouad Bayomy: 16(6), Issues Affecting Measurement of the Complex
ternally Bonded Carbon Fiber Reinforced Poly- 578-87 (2004). Modulus of Asphalt Concrete. — Jo Sias Daniel,
mer Sheets. — M. A. Aiello and L. Ombres:
Benda, Christopher C. Ghassan R. Chehab, and Y. Richard Kim: 16/5),
16(5), 392-9 (2004).
Effect of Aggregate Angularity on Base Material 469-76 (2004).
Airey, Gordon D. Properties. — Vincent Janoo, Jack J. Bayer, Jr.. Chen, Jian-Shiuh
Linear Rheological Behavior of Bituminous Paving and Christopher C. Benda; 16(6), 614-22 (2004).
Effects of Crack Width and Permeability on
Materials. — Gordon D. Airey, Behzad Ra-
Bhattacharjee, B. Moisture-Induced Damage of Pavements. —
himzadeh, and Andrew C. Collop: 16(3), 212-20
Permeable Porosity and Thermal Conductivity of Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun
(2004).
Construction Materials. — B. Bhattacharjee and Young; 16(3), 276-82 (2004).
Akcay, Burcu S. Krishnamoorthy; 16(4), 322-30 (2004).
Variation of In-Place Concrete Core Strength in Cheng, Fu-Ping
Structures from Istanbul Area: Statistical Analy- Birgisson, B. Stress-Strain Curves for High Strength Concrete at
sis of Concrete Core Data. — Burcu Akcay: Microstructure and Fracture in Asphalt Mixtures Elevated Temperatures. — Fu-Ping Cheng, V. K.
16(5), 507-10 (T) (2004). Using a Boundary Element Approach. -— B. Bir- R. Kodur, and Tien-Chih Wang: 16(1), 84-90
gisson, C. Soranakom, J. A. L. Napier, and R. (2004).
Albrecht, Pedro Roque: 16(2), 116-21 (2004).
Reanalysis of Thickness Loss Data for Weathering Choi, Young-Hwan
Steel. — Richard H. McCuen and Pedro Birgisson, Bjorn Performance of Corrugated Metal Ties for Brick
Albrecht; 16(3), 237-46 (2004). Analytical Derivation of Permeability and Numeri- Veneer Wall Systems. — Young-Hwan Choi and
cal Simulation of Fluid Flow in Hot-Mix James M. LaFave: 16(3), 202-11 (2004).
Al-Omari, Aslam Asphalt. — Eyad Masad, Bjorn Birgisson,
Analytical Derivation of Permeability and Numeri- Aslam Al-Omari, and Allen Cooley: 16(5), Claisse, Peter A.
cal Simulation of Fluid Flow in Hot-Mix 487-96 (2004). Selection of Cementitious Mixes as a Barrier for
Asphalt. — Eyad Masad, Bjorn Birgisson, Landfill Leachate Containment. — Eshmaiel
Aslam Al-Omari, and Allen Cooley: 16(5), Bonfiglioli, Barbara Ganjian, Peter A. Claisse, Mark Tyrer, and Alan
487-96 (2004). Dynamic Testing of Reinforced Concrete Beams Atkinson; 16(5), 477-86 (2004).
Damaged and Repaired with Fiber Reinforced
Altoubat, Salah A. Polymer Sheets. — Barbara Bonfiglioli, Gio- Cline, Daren B. H.
Fracture of Plain and Fiber-Reinforced Concrete vanni Pascale, and Sonia Martinez de Mingo: Ternary and Multivariate Quality Control Charts of
Slabs under Monotonic Loading. — Jeffery R. 16(5), 400-6 (2004). Aggregate Gradation for Hot Mix Asphalt. —
Roesler, David A. Lange, Salah A. Altoubat, Guigin Yang, Daren B. H. Cline, Robert L. Lyt-
Klaus-Alexander Rieder, and Gregory R. Brounstein, Robert A. ton, and Dallas N. Little: 16(1), 28-34 (2004).
Ulreich: 16(5), 452-60 (2004). Influence of Fiber-Reinforced Concrete on Radon
Concentrations. — Robert A. Brounstein and Collop, Andrew C.
Anderson, R. Michael
William H. Johnson: 16(6), 646-9 (2004). Linear Rheological Behavioro f Bituminous Paving
Comparing Superpave Gyratory Compactor Data
Materials. — Gordon D. Airey, Behzad Ra-
to Field Cores. — Robert L. Peterson, Kamyar Brumfield, Jimmy
himzadeh, and Andrew C. Collop; 16(3), 212-20
C. Mahboub, R. Michael Anderson, Eyad Investigation of the Gyration Angle of Superpave
(2004).
Masad, and Laith Tashman; 16(1), 78-83 (2004). Gyratory Compactors. — M. Shane Buchanan,
Jimmy Brumfield, and Richard Sheffield; 16(5), Cooley, Allen
Atis, Cengiz Duran
444-51 (2004). Analytical Derivation of Permeability and Numeri-
Carbonation-Porosity-Strength Model for Fly Ash
Concrete. — Cengiz Duran Atis: 16(1), 91-4 Buchanan, M. Shane cal Simulation of Fluid Flow in Hot-Mix
(2004). Investigation of the Gyration Angle of Superpave Asphalt. — Eyad Masad, Bjorn Birgisson,
Gyratory Compactors. — M. Shane Buchanan, Aslam Al-Omari, and Allen Cooley; 16(5),
Atkinson, Alan Jimmy Brumfield, and Richard Sheffield: 16(5), 487-96 (2004).
Selection of Cementitious Mixes as a Barrier for
Landfill Leachate Containment. — Eshmaiel 444-51 (2004). Coree, Brian J.
Ganjian, Peter A. Claisse, Mark Tyrer, and Alan Buttlar, W. G. Constitutive Model for High Density Polyethylene
Atkinson; 16(5), 477-86 (2004). Discrete Element Modeling to Predict the Modulus Material: Systematic Approach. — Muhannad T.
of Asphalt Concrete Mixtures. — Z. You and W. Suleiman and Brian J. Coree: 16(6), 511-5
Bastianini, F.
G. Buttlar; 16(2), 140-6 (2004) (2004).
Mechanical and Nondestructive Testing to Verify
the Effectiveness of Composite Strengthening Cebon, D. Craft, A. P.
on Historical Cast Iron Bridge in Venice, Italy. Micromechanical Modeling of Steady-State Defor- Properties of Polymer Concrete Using Fly Ash. —
— F. Bastianini, L. Ceriolo, A. Di Tommaso, and mation in Asphalt. — V. S. Deshpande and D. K. S. Rebeiz, S. P. Serhal, and A. P. Craft; 16(1).
G. Zaffaroni; 16(5), 407-13 (2004). Cebon; 16(2), 100-6 (2004). 15-9 (2004).
662 / JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004
Cramer, Steven M. Falk, Robert H. Harajli, M. H.
Accelerated Weathering of Natural Fiber-Filled Accelerated Weathering of Natural Fiber-Filled Comparison of Bond Strength of Steel Bars in
Polyethylene Composites. — Thomas Lundin, Polyethylene Composites. — Thomas Lundin, Normal- and High-Strength Concrete. — M. H
Steven M. Cramer, Robert H. Falk, and Colin Steven M. Cramer, Robert H. Falk, and Colin Harajli; 16(4), 365-74 (2004).
Felton; 16(6), 547-55 (2004). Felton; 16(6), 547-55 (2004). Hartman, A. M.
Dai, Qingli Felton, Colin Evaluating Four-Point Bend Fatigue of Asphalt
Microstructural Simulation of Asphalt Materials: Accelerated Weathering of Natural Fiber-Filled Mix Using Image Analysis A. M. Hartman
Modeling and Experimental Studies. — Martin Polyethylene Composites. — Thomas Lundin. and M. D. Gilchrist: 16(1), 60-8 (2004).
H. Sadd, Qingli Dai, Venkitanarayanan
Steven M. Cramer, Robert H. Falk, and Colin Hooper, F
Parameswaran, and Arun Shukla; 16(2), 107-15
Felton; 16(6), 547-55 (2004). Gradation Control of Bottom Ash Aggregate in Su-
(2004).
perpave Bituminous Mixes. — V. O. Ogunro, H
Feng, Maria Q.
Daniel, Jo Sias I. Inyang, F Hooper. D. Young, and A. Oturkar:
Application of Neural Networks for Estimation of
Issues Affecting Measurement of the Complex 1616), 604-13 (2004)
Concrete Strength. — Jong-In Kim, Doo Kie
Modulus of Asphalt Concrete. — Jo Sias Daniel. Kim, Maria Q. Feng, and Frank Yazdani: 16(3), Hossain, Khandaker M. Anwar
Ghassan R. Chehab, and Y. Richard Kim: 16(5),
257-64 (2004). Potential Use of Volcanic Pumice as a Construction
469-76 (2004).
Material. Khandaker M. Anwar Hossain:
Daniels, John L. Frantzis, Panagiotis 1616), 573-7 (2004)
Contaminant Barrier Material Textural Response to Crumb Rubber-Bitumen Interactions: Diffusion of Huang, Baoshan
Interaction with Aqueous Polymers. — John L. Bitumen into Rubber. — Panagiotis Frantzis: Application of a Temperature Dependent Visco-
Daniels and Hilary |. Inyang: 16(3), 265-75 16(4), 387-90 (2004). plastic Hierarchical Single Surface Model for
(2004). Ganjian, Eshmaiel Asphalt Mixtures Baoshan Huang, Louay N
Deshpande, V. S. Selection of Cementitious Mixes as a Barrier for Mohammad, and G. Wije Wathugala; 16(2).
Micromechanical Modeling of Steady-State Defor- Landfill Leachate Containment. — Eshmaiel 147-54 (2004)
mation in Asphalt. — V. S. Deshpande and D. Ganjian, Peter A. Claisse, Mark Tyrer, and Alan Investigation into Waste Tire Rubber-Filled
Cebon; 16(2), 100-6 (2004). Atkinson; 16(5), 477-86 (2004). Concrete Baoshan Huang, Guogiang Li. Su-
Dessouky, Samer Garavaglia, Elsa Seng Pang, and John Eggers: 16(3), 187-94
(2004).
Prediction of Hot Mix Asphalt Stability Using the Reliability of Porous Maierials: Two Stochastic
Superpave Gyratory Compactor. — Samer Des- Approaches. — Elsa Garavaglia, Angela Gianni, Inyang, H. I.
souky, Eyad Masad, and Fouad Bayomy: 16/6), and Chiara Molina; 16(5), 419-26 (2004). Gradation Control of Bottom Ash Aggregate in Su-
578-87 (2004). perpave Bituminous Mixes. — V. O. Ogunro, H
Ghaly, Ashraf M.
I. Inyang, F Hooper, D. Young. and A. Oturkar:
DeVenny, Alan S. Compression and Deformation Performance of 1616). 604-13 (2004).
Recycling of Demolished Masonry Rubble as Concrete Containing Postconsumer Plastics. —
Coarse Aggregate in Concrete: Review. — Ashraf M. Ghaly and Michael S. Gill: 16/4), Inyang, Hilary IL.
Fouad M. Khalaf and Alan S. DeVenny: 16/4), 289-96 (2004). Contaminant Barrier Material Textural Response to
331-40 (2004). Interaction with Aqueous Polymers. John L
Performance of Brick Aggregate Concrete at High Ghavami, Kh. Daniels and Hilary |. Inyang: 16(3), 265-75
Temperatures. — Fouad M. Khalaf and Alan S. Development of a Direct Tensile Test for Com- (2004).
DeVenny; 16(6), 556-65 (2004). pacted Earth Blocks Reinforced with Natural Isacsson, Ulf
Fibers. — A. Mesbah, J.C. Morel, P. Walker, and
Di Benedetto, Herve Influence of Asphalt Mixture Stiffness on Fatigue
Kh. Ghavami; 16(1), 95-8 (2004).
Influence of Asphalt Mixture Stiffness on Fatigue Failure. Robert Lundstrom, Herve Di Bene-
Failure. — Robert Lundstrom, Herve Di Bene- Gianni, Angela detto, and Ulf Isacsson: 16(6), 516-25 (2004)
detto, and Ulf Isacsson; 16(6), 516-25 (2004). Reliability of Porous Materials: Two Stochastic Linear Viscoelastic and Fatigue Characteristics of
Approaches. — Elsa Garavaglia, Angela Gianni, Styrene—Butadiene—Styrene Modified Asphalt
Dietrich, B.
and Chiara Molina; 16(5), 419-26 (2004). Mixtures Robert Lundstrom and Ulf
Methodology for Random Surface-Initiated Crack
Isacsson: 16(6), 629-38 (2004)
Growth Prediction in Asphalt Pavements. — M. Gilchrist, M. D.
W. Kumara, M. Gunaratne, J. J. Lu, and B. Evaluating Four-Point Bend Fatigue of Asphalt Janoo, Vincent
Dietrich; 16(2), 175-85 (2004). Mix Using Image Analysis. — A. M. Hartman Effect of Aggregate Angularity on Base Material
Di Tommaso, A. and M. D. Gilchrist; 16(1), 60-8 (2004). Properties. — Vincent Janoo, Jack J. Bayer, Jr..
and Christopher C. Benda; 16(6), 614-22 (2004)
Mechanical and Nondestructive Testing to Verify Gill, Michael S.
the Effectiveness of Composite Strengthening Compression and Deformation Performance of Jaturapitakkul, Chai
on Historical Cast Iron Bridge in Venice, Italy. Concrete Containing Postconsumer Plastics. — Utilization of Palm Oil Fuel Ash in High-Strength
— F. Bastianini, L. Ceriolo, A. Di Tommaso, and Ashraf M. Ghaly and Michael S. Gill; 16(4), Concrete. — Vanchai Sata, Chai Jaturapitakkul.,
G. Zaffaroni; 16(5), 407-13 (2004). 289-96 (2004). and Kraiwood Kiattikomol: 16(6), 623-8 (2004).
Dondi, Michele Gongalves da Silva, M. A. Johnson, William H.
Thermal Conductivity of Clay Bricks. — Michele Influence of Environmental Aging on Properties of Influence of Fiber-Reinforced Concrete on Radon
Dondi, Francesca Mazzanti, Paolo Principi, Concentrations Robert A. Brounstein and
Mariarosa Raimondo, and Giorgio Zanarini: Polymeric Mortars. — M. A. Gongalves da William H. Johnson: 16/6), 646-9 (2004)
Silva: 16(5), 461-8 (2004).
16(1), 8-14 (2004). Kanda, Tetsushi
Errata for *“Thermal Conductivity of Clay Bricks”. Grubb, Dennis G. Multiple Cracking and Fiber Bridging Characteris-
— Michele Dondi, Francesca Mazzanti, Paolo Select Engineering Characteristics of Crushed tics of Engineered Cementitious Composites
Principi, Mariarosa Raimondo, and Giorgio Glass. — Joseph Wartman, Dennis G. Grubb, under Fatigue Flexure Peerapong Suthiwara-
Zanarini; 16(3), 287 (2004). and A. S. M. Nasim; 16(6), 526-39 (2004). pirak, Takashi Matsumoto, and Tetsushi Kanda:
Eggers, John Gunaratne, M. 16(5), 433-43 (2004).
Investigation into Waste Tire Rubber-Filled Methodology for Random Surface-Initiated Crack Katz, Amnon
Concrete. — Baoshan Huang, Guogiang Li, Su- Growth Prediction in Asphalt Pavements. — M. Treatments for the Improvement of Recycled
Seng Pang, and John Eggers; 16(3), 187-94 W. Kumara, M. Gunaratne, J. J. Lu, and B. Aggregate. Amnon Katz: 16(6), 597-603
(2004). Dietrich; 16(2), 175-85 (2004). (2004).
JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 663
Khalaf, Fouad M. Li, Guogiang Lu, J. J.
Recycling of Demolished Masonry Rubble as Investigation into Waste Tire Rubber-Filled Methodology for Random Surface-Initiated Crack
Coarse Aggregate in Concrete: Review. — Concrete. — Baoshan Huang, Guogiang Li, Su- Growth Prediction in Asphalt Pavements. — M.
Fouad M. Khalaf and Alan S. DeVenny; 16/4). Seng Pang, and John Eggers: 16(3), 187-94 W. Kumara, M. Gunaratne, J. J. Lu, and B.
331-40 (2004). (2004). Dietrich; 16(2), 175-85 (2004).
Performance of Brick Aggregate Concrete at High Li, Yongqi Lundin, Thomas
Temperatures. — Fouad M. Khalaf and Alan S. Fatigue Characteristics of Asphalt Concrete from Accelerated Weathering of Natural Fiber-Filled
DeVenny: 16/6), 556-65 (2004). Asphalt Slab Tests. — Yongqi Li and John B. Polyethylene Composites. — Thomas Lundin,
Kiattikomol, Kraiwood Metcalf; 16(4), 306-14 (2004). Steven M. Cramer, Robert H. Falk, and Colin
Utilization of Palm Oil Fuel Ash in High-Strength Felton: 16(6), 547-55 (2004).
Li, Zhuguo
Concrete. — Vanchai Sata, Chai Jaturapitakkul., Lundstrom, Robert
Yield Model of High Fluidity Concrete in Fresh
and Kraiwood Kiattikomol: 16(6), 623-8 (2004). Influence of Asphalt Mixture Stiffness on Fatigue
State. — Zhuguo Li, Taka-aki Ohkubo, and
Kim, Doo Kie Yasuo Tanigawa: 16(3), 195-201 (2004). Failure. — Robert Lundstrom, Herve Di Bene-
Application of Neural Networks for Estimation of Theoretical Analysis of Time-Dependence and detto, and Ulf Isacsson: 16(6), 516-25 (2004).
Concrete Strength. — Jong-In Kim, Doo Kie Thixotropy of Fluidity for High Fluidity Lundstrom, Robert
Kim, Maria Q. Feng, and Frank Yazdani; 16(3), Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Linear Viscoelastic and Fatigue Characteristics of
257-64 (2004). Yasuo Tanigawa: 16(3), 247-56 (2004). Styrene—Butadiene—Styrene Modified Asphalt
Kim, Jong-In Flow Performance of High-Fluidity Concrete. — Mixtures. — Robert Lundstrom and Ulf
Application of Neural Networks for Estimation of Zhuguo Li, Taka-aki Ohkubo, and Yasuo Isacsson: 16(6), 629-38 (2004).
Concrete Strength. — Jong-In Kim, Doo Kie Tanigawa: 16(6), 588-96 (2004). Luo, Huan-Lin
Kim. Maria Q. Feng, and Frank Yazdani; 16(3). Li, Zongjin Assessment of Fire-Damaged Mortar Using Digital
257-64 (2004). Fiber-Cement Extrudates with Perlite Subjected to Image Process. — Deng-Fong Lin, Her-Yung
Wang, and Huan-Lin Luo: 16(4), 383-6 (2004).
Kim, Y. Richard High Temperatures. — Zongjin Li, Xiangming
Issues Affecting Measurement of the Complex Zhou, and Bin Shen: 16(3), 221-9 (2004). Lytton, Robert L.
Modulus of Asphalt Concrete. — Jo Sias Daniel. Lin, Deng-Fong Ternary and Multivariate Quality Control Charts of
Ghassan R. Chehab, and Y. Richard Kim: 16(5), Assessment of Fire-Damaged Mortar Using Digital Aggregate Gradation for Hot Mix Asphalt. —
469-76 (2004). Image Process. — Deng-Fong Lin, Her-Yung Guigin Yang, Daren B. H. Cline, Robert L. Lyt-
ton, and Dallas N. Little: 16(1), 28-34 (2004).
Kim, Yong-Rak Wang, and Huan-Lin Luo; 16(4), 383-6 (2004).
Linear Viscoelastic Analysis of Asphalt Mastics. — Lin, Kuei-Yi Mahboub, Kamyar C.
(Y2o0n0g4)-.R ak Kim and D. N. Little: 16(2), 122-32 Effects of Crack Width and Permeability on Comtpo arFiienlgd CSoruepse.r pa—v e RoGbyerratt orL.y PeCtoemrpsoanc,t oKra mDyaatra
Moisture-Induced Damage of Pavements. — C. Mahboub, R. Michael Anderson, Eyad
Kodur, V. K. R. Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun Masad, and Laith Tashman; 16(1), 78-83 (2004).
Stress-Strain Curves for High Strength Concrete at Young: 16(3), 276-82 (2004).
Martinez de Mingo, Sonia
Elevated Temperatures. — Fu-Ping Cheng. V. K.
Little, D. N. Dynamic Testing of Reinforced Concrete Beams
R. Kodur, and Tien-Chih Wang: 16(1), 84-90
Linear Viscoelastic Analysis of Asphalt Mastics. — Damaged and Repaired with Fiber Reinforced
(2004).
Yong-Rak Kim and D.N. Little: 16(2), 122-32 Polymer Sheets. — Barbara Bonfiglioli, Gio-
Krishnamoorthy, S. (2004). vanni Pascale, and Sonia Martinez de Mingo:
Permeable Porosity and Thermal Conductivity of Little, Dallas N. 16(5), 400-6 (2004).
Construction Materials. — B. Bhattacharjee and
Ternary and Multivariate Quality Control Charts of Martinez-Madrid, Miguel
S. Krishnamoorthy; 16(4), 322-30 (2004).
Aggregate Gradation for Hot Mix Asphalt. — Cathodic Protection of Reinforcing Steel in Con-
Kruger, Markus Guigin Yang, Daren B. H. Cline, Robert L. Lyt- crete Using Conductive-Polymer System. —
Bond Characteristics of Carbon, Alkali Resistant ton, and Dallas N. Little; 16(1), 28-34 (2004). Andrés A. Torres-Acosta, Rajan Sen, and Miguel
Glass, and Aramid Textiles in Mortar. — Shilang Martinez-Madrid: 16(4), 315-21 (2004).
Liu, Chiu
Xu. Markus Kruger, Hans-Wolf Reinhardt. and
Temperature Field of Mass Concrete in a Pipe Masad., E. A.
Josko Ozbolt: 16(4). 356-64 (2004).
Lattice. — Chiu Liu: 16(5), 427-32 (2004). Linear and Nonlinear Viscoelastic Analysis of the
Kumara, M. W. Microstructure of Asphalt Concretes. — A. R.
Methodology for Random Surface-Initiated Crack Liu, J. Abbas, A. T. Papagiannakis, and E. A. Masad:
Growth Prediction in Asphalt Pavements. — M. Long-Term Performance of Epoxy Coated Clay 16(2), 133-9 (2004).
W. Kumara, M. Gunaratne, J. J. Lu, and B. Bricks in Sulfuric Acid. — J. Liu and C.
Dietrich: 16(2), 175-85 (2004). Vipulanandan: 16(4), 349-55 (2004). Masad, Eyad
Comparing Superpave Gyratory Compactor Data
LaFave, James M. Lok, T. S. to Field Cores. — Robert L. Peterson, Kamyar
Performance of Corrugated Metal Ties for Brick Impact Response of Steel Fiber-Reinforced Con- C. Mahboub, R. Michael Anderson, Eyad
Veneer Wall Systems. — Young-Hwan Choi and crete Using a Split Hopkinson Pressure Bar. — Masad, and Laith Tashman: 16(1), 78-83 (2004).
James M. LaFave: i6(3), 202-11 (2004). T. S. Lok and P. J. Zhao: 16(1), 54-9 (2004). Advances in Microstructure Characterization, Mi-
Lange, David A. Lokuge, Weena P. cromechanics, and Constitutive Modeling of
Fracture of Plain and Fiber-Reinforced Concrete Constitutive Model for Confined High Strength Hot Mix Asphalt. — Eyad Masad and Louay
Mohammad; 16(2), 99 (2004).
Slabs under Monotonic Loading. — Jeffery R. Concrete Subjected to Cyclic Loading. —
Analytical Derivation of Permeability and Numeri-
Roesler, David A. Lange, Salah A. Altoubat, Weena P. Lokuge, J. G. Sanjayan, and Sujeeva
cal Simulation of Fluic Flow in Hot-Mix
Klaus-Alexander Rieder, and Gregory R. Setunge: 16(4), 297-305 (2004).
Asphalt. — Eyad Masad, Bjorn Birgisson,
Ulreich; 16(5), 452-60 (2004).
Lopez-Anido, Roberto Aslam Al-Omari, and Allen Cooijey: 16(5).
Lee, Hyun-Jong Freeze-Thaw Resistance of Fiber-Reinforced Poly- 487-96 (2004).
Mechanical Characteristics of Axially Restrained mer Composites Adhesive Bonds with Under- Prediction of Hot Mix Asphalt Stability Using the
Concrete Specimens at Early Ages. — Eun-Ik water Curing Epoxy. — Roberto Lopez-Anido, Superpave Gyratory Compactor. — Samer Des-
Yang. Seong-Tae Yi, and Hyun-Jong Lee: 16/1). Antonis P. Michael, and Thomas C. Sandford: souky, Eyad Masad, and Fouad Bayomy: 16(6),
35-44 (2004). 16(3), 283-6 (2004). 578-87 (2004).
664 / JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004