Journal of Geotechnical Engineering 1991: Vol 117 Index

39 Pages·1991·9.2 MB·English

SUBJECT INDEX BARRIER DESIGN
SUBJECT INDEX
Aggregation ASCE Awar&d Prsize s
Level Ground Soil-Liquefaction Analysis Using 1D Strain in Normally Consolidated Cohesive
in Situ Properties: I, Kandiah Arulanandan Soils, Bobby O. Hardin, GT May 89, p689-710.
and Kanthasamy K. Muraleetharan, GT July The Mechanical Aging of Soils, John H. Schmert-
88, p753-770. mann, GT Sept. 91, p1288-1330.
Aging Monitored Decisions, Elio D’Appolonia, GT Jan.
The Mechanical Aging of Soils, John H. Schmert- 90, p4-34. a
mann, GT Sept. 91, p1288-1330. Seismosoil Dynamics of Foundations in Mexico
ping,B oasq uake, September 19, 1985, Leonar-
Analysis vaert, GT Mar. 91, p376-42 8.
Bearing Capacity of Eccentrically Obliquely Tieback Supported Cuts in Overconsolidated
Loaded Footing, Swami Saran and R. K. a Edward J. Ulrich, Jr., GT Apr. 89, p521-
Agarwal, GT Nov. 91, p1669-1690.
Bearing Capacity of Footings ot to Slopes,
Swami Saran, V.K . Sud and S. C. Handa, GT Axial forces
Apr. 89, p553-573.
Field Tests on Bored Piles Subject to Axial and
Use of STABL Program in Tied-back Wall De- Oblique Puil, Nabil F. Ismael, GT Nov. 89,
sign, Alireza Boghrat, GT Apr. 89, p546-552. p1588-1598.
Anchorages
Axial loads
Uplift Behavior of Screw Anchors in Sand. I: Dry
Sand, Ashraf Ghaly, Adel Hanna and Mikhail Dynamic Soil Reaction to Axially Loaded Piles,
Hanna, GT May 91, p773-793. Takaaki Kagawa, GT July 91, p1001-1020.
Finite-Layer a of Axially Loaded Piles, C.
Anchors Y. Lee an . Small, GT Nov. 91, p1706-
Anchor ng,R ofmora ~n —_ Stabilization by Surface
Loadin, om: . Hryciw, GT Aug. 91, Results of Foundation En; Congress Pile
p1260- Load Tests, RichardJ ." Enno, Fanguy Cosmao
Helical pon in Dry and Submerged Sand and Brett Gitskin, Axial ikenee of Piles
age to Surcharge, Ashraf Ghaly, Adel RichardJ . Finno, ed., 1989, p331-348.
Hanna, Gopal Ranjan and Mikhail Hanna, GT Summary of Pile Capacity Predictions and Com-
Oct.‘ 8,p 1463-1470. parison with Observed Behavior, Richard J.
Passive Inclined Anchorages in Sand, James D. Finno, Jacques Achille, Hsin-Chih Chen,
= and E. J. Murray, GT May 91, p810- Tanguy Cosmao, Jun Boum Park, Jean-Noel
Picard, D. Leeanne Smith and Gustavious P.
Uplift Behavior of Screw Anchors in Sand. I: Dry Williams, Axial Behavior of Piles Richard J.
Sand, Ashraf Ghaly, Adel Hanna and Mikhail Finno, ed., 1989, p349-378.
Hanna, GT May 91, p773-793.
Uplift Behavior of Screw Anchors in Sand. II: Back pressure
Hydrostatic and Flow Conditions, Ashraf Gha- Effects of Saturation and Back Pressure on Sand
ye Adel Hanna and Mikhail Hanna, GT May Liquefaction, Hong Xia and Ting Hu, GT
1, p794-808. Sept. 91, p1347-1362.
Anisotropic soils Backfiils
Anisotropic Hardening Plasticity Model for Large-Scale Model Test on Square Box Culvert
Sands, Robert Y. Liang and Hann-Ling Shaw, Backfilled with Sand, Abhijit Dasgupta and
GT June 91, p913-933. Bratish Sengupta, GT Jan. 91,p 156-161.
Anisotropy Technique for ae Fine-Grained ighi n Rein-
Stability Evaluation During Staged Construction, forced Earth, A. Sridharan, B. Srinivasa
arlesC .L add, GT Apr. 91, p540-615. Murthy, Indian Inst. of Sci.2 Satin India
Bindumadhava and K. Revanasiddappa, GT
Surface Loading of Anisotropic Rock Masses, Jyh Aug. 91, p1174-1190.
Jong Liao and Bernard Amadei, GT Nov. 91,
p1779-1800. Ballast
Aquifers ATSF 1980 El Dorado Line Change Failure/
Evaluation of Deep Pumping Tests, Denise Wil- Rehabilitation, Gerald P. Raymond, GT Aug.
ton Hey and John T. Christian, GT May 89, 91, p1191-1207.
p670-688.
Barrier design
Arches Transport of Low-Concentration Bag yy ee
Arch in Soil Arching, Kingsley Harrop-Williams, in Saturated Earthen Barriers, Yalcin B. Acar
GT Mar. 89, p415-419. and Laique Haider, GT July 90, p1031-1052.
1991 ANNUAL INDEX
Barriers Boreholes
Design of Wave Barriers for Reduction of Hori- Elimination of Initial Rotation Error in Portable
zontal Ground Vibration, Tahmeed M. Al- Borehole Deflectometers, Arvind Kumbhojkar,
Hussaini and Shahid Ahmad, GT Apr. 91, GT Dec. 91, p1949-1955.
p616-636.
Boring
Simplified Design for Vibration Screening by
and In-Filled Trenches, S. Ahmad and Bearing Capacity of Auger-cast Piles in Sand,
. Al-Hussaini, GT Jan. 91, p67-88. WilliamJ .N eely, GT Feb. 91, p331-345.
ey rt of Low-Concentration Contaminants Boundary element method
oy so Earthen Barriers, Yalcin B. Acar Design of Wave Barriers for Reduction of Hori-
pel Laique Haider, GT July 90, p1031-1052. zontal Ground Vibration, Tahmeed M. Al-
Hussaini and Shahid Ahmad, GT Apr. 91,
Bars p616-636.
Volumetric Rock Quality Designation, Zek4i Sen Horizontal Impedance of Embedded Strip Foun-
re Elsayed A. Eissa, GT Sept. 91, p1331- dations in Layered Soil, S. Ahmad and A.
Bharadwaj, GT July 91, p1021-1041.
Beams Simplified Desi- for Vibration Screening ¥
Modified Vlasov Model for Beams on Elastic Open and In-Filled Trenches, S. Ahmad and
Foundations, C. V. Girija Vallabhan and Y. C. M. Al-Hussaini, GT Jan. 91, p67-88.
Das, GT June 91, p956-966. Bounding surface
Bearing capacity Anisotropic Hardening Plasticity Model for
s, Robert Y. Liang and Hann-Ling Shaw,
BeaWriilnlg iaCmaJp a.cN ietelyy , oGf TA uFgeebr.- c9a1s,t p3P3i1l-es3 45i.n Sand, GT June 91, p913-933.
Bearing Capacity of Clay Overlain by Stiff Soil, Braced excavation
Madhira R. Madhav andJ . S. N. Sharma, GT Building Response to Excavation-Induced Settle-
Dec. 91, p1941-1948. ment, Marco D. Boscardin and Edward J.
Bearing Capacity of a Cohesion In- Cording, GT Jan. 89, p1-21.
creases Linearly with Depth, A. Siva Redd Internally Braced Cuts in Overconsolidated Soils,
Anil K. Singh and Suresh S. Karnik, GT Feb. Edward J. Ulrich, Jr., GT Apr. 89, p504-520.
91, p348-353. Tieback Supported Cuts in Overconsolidated
ng Capacity of Eccentrically Obliquely oy Edward J. Ulrich, Jr., GT Apr. 89, p521-
Loaded Footing, Swami Saran and R. K.
Agarwel, GT Nov. 91, p1669-1690.
Brick masonry
— Capacity of Foundations in Slopes, Don-
ald Shields, Neil Chandler and Jacques Gar- Building Response to Excavation-Induced Settle-
nier, GT Mar. 90, p528-537. ment, Marco D. Boscardin and Edward J.
Cording, GT Jan. 89, p1-21.
In Situ Strength Measurements of Weak Rocks,
Mary M. Poulton, Ben K. Sternberg and Ian W. Bridge approaches
Farmer, GT Sept. 91, p1424-1429. Consolidation Settlement of Bridge Approach
— fors en oifS S ingle Piles in Sand Using Foundation, Musharraf Zaman, Arumugam
no tt L. Wey and D. J. El- Gopalasingaen and Joakim G. ‘Laguros, GT
aa T Dec. 91, p1920-1931. Feb. 91, p219-240.
Performance of Axially Loaded Pipe Piles in Bridge foundations
=. Leland M. Krah, Jr., GT Feb. 91, p272-
Dynamic Response a of Simplified
Bridge-Foundation Model, Marie B. Levine
Performance of Strip Footing on Stratified Soil and RonaldF . Scott, GT Feb. 89, p246-260.
Deposit with Void, G. Azam, C. W. Hsieh and
M. C. Wang, GT May 91, p753- 772. Buckling
Reinforcing Soft Soils with Axtificially Cemented Elastic Buckling of Buried Flexible Tubes—A Re-
Compacted-Sand Columns, Ilan Juran and view of Theory and Experiment, Ian D. Moore,
Oraccio Riccobono, GT July 91, p1042-1060. GT Mar. 89, p340-358.
Skin Friction of Driven Piles in Calcareous Buildings
Sands, NabilF . Ismael, GT Jan. 89, p135-139.
Building Response to Excavation-Induced Settle-
Stability of Leaning Towers, James A. Cheney, ment, Marco D. Boscardin and Edward J
Abbas and Bruce L. Kutter, GT Feb. Cording, GT Jan. 89, p1-21.
91, p297-318.
Buried structures
Blocks Elastic Buckling of Buried Flexible Tubes—A Re-
Volumetric Rock Quality Designation, Zek4i Sen view of Theory and Experiment, Ian D. Moore,
— A. Eissa, GT Sept. 91, p1331- GT Mar. 89, p340-358.
Calcareous sand
Bored piles Residual Strains in Calcareous Sand Due to My
Field Tests on Bored Piles Subject to Axial and regular Cyclic — W. S. Kaggwa, J.R
ereue a Nabil F. Ismael, GT Nov. 89, 7 and J. P. Carter, GT Feb. 91, p201-
pls
SUBJECT INDEX CLAYS
Tests on Model Instrumented Grouted Piles in Gas Entrapment in Granular Lenses in Silt-Clay
Offshore Calcareous Soil, C. Y. Lee and H. G. a Charles A. Moore, GT May 91, p815-
Poulos, GT Nov. 91, p1738-1753.
Calcareous soils Stability Analysis of Embankments on Soft
an Bak-Kong Low, GT Feb. 89, p211-
Cyclic Axial Loading Analysis of Piles in Sand,
Harry G. Poulos, GT June 89, p836-852.
Cantilevers Ciays
Effect of Footing Shape on Behavior of Cantile- ATSF 1980 El Dorado Line Change Failure/
ver Retaining Wall, John S. Horvath, GT June Rehabilitation, Gerald P. Raymond, GT Aug.
91, p973-978. 91, p1191-1207.
Bearing Coma of Clays whose Cohesion In-
Case reports creases Linearly with th, A. Siva Reddy,
Densification of Gravelly Sand Fill Using Inten- Anil K. Sin »B e Suresh S. Karnik, GT Feb.
sive Surface Compaction, Nathan L. etten 91, p348-353.
and James W. Weaver, GT July 91, p1089- Critical Filters for Impervious Soils, J. L. Sherard
1094. and L. P. Dunnigan, GT July 89, p927-947.
Interaction of Geology, Construction Practice Cyclic Loading of Siltt y Clay with Drainage Peri-
and Foundation Design, William S. Gardner, ods, Michael P. O’Reilly, Stephen F. Brown
Fedo.u,n d1a9t89i,o np 15E5n2g-i1n5ee7r7i.n g, Fred. H. Kulhawy, and Robert F. Overy, GT Feb. 91, p354-362.
Effect of Disturbance on Pressuremeter Results
Cast-in-place piles in Clays, S. Prapaharan, J. L. Chameau, A. G.
Bearing Capacity of Auger-cast Piles in Sand, ren and R. D. Holtz, GT Jan. 90, p35-
WilliamJ .N eely, GT Feb. 91, p331-345.
Effect of — Stress on CPT Penetration Pore
Catenaries Pressures, P. Sully and R. G. Campanella,
Arch in Soil Arching, Kingsley Harrop-Williams, GT July 31p 1082-11 088.
GT Mar. 89, p415-419. Effect of Soil Plasticit on — —
Cavity expansion Mladen Vucetic and icardo Dobry, GT Jan.
91, p89-107.
Finite Strain Analysis for Deep Cone Penetra-
_ Ramesh C. Gupta, GT Oct. 91, p1610- Effect of Water-Content Variability in Design of
Clay Embankments, G. wal and A. G.
Altschaeffl, GT Apr. 91, p673-683.
Centrifuge model Embankment Design on Soft Clays, S. F. (Ozer)
Projectile Penetration in Granular Soils, Teresa = and E. Togrol, GT Nov. 91, p1691-
ES ret Richard J. Fragaszy and Carlton L. Ho,
Apr. 91, p658-672. Expansion of Compacted Gravelly Clay, Robert
Stability of Leaning Towers, James A. Cheney, W. Day, GT June 91, p968-972.
Abbas Abghari and Bruce L. Kutter, GT Feb. Fabric of Field- and Laboratory-Compacted
91, p297-318. Clay, S. Pra , D. M. White and A. G.
Classification Altschaeffl, GT Dec. "91, p1934-1940.
Volumetric Rock Quality Designation, Zek4i Sen Fissure Parameters in Stiff Clays Under Com-
= A. Eissa, GT Sept. 91, p1331- — Luis E. Vallejo, GT Sept. 89, p1303-
Hyperbolic Method for Consolidation Analysis,
Clay liners Thiam-Soon Tan, Toshi Inoue and Seng-
Diffusion in Saturated Soil. I: Bac ound, Lip Lee, GT Nov. "91, p1723-1737.
Charles D. Shackelford and David E. aniel, ar; ey | ~~ of See Tests in
GT Mar. 91, p467-484. Clays, A —_* Holtz and J. L.
Diffusion in Saturated Soil. II: Results for Com- Chameau, Gr oct 1, RB1S 4d-1567
pacted Clay, Charles D. a and David
E. Daniel, GT Mar. 91, p485-506 Mechanisms of Strength Loss in Stiff Clays, Tim-
othy D. Stark and J. Michael Duncan, GT Jan.
Smooth HDPE-Clay Liner Interface Shear 91, p139-154.
Strengths: Compaction Effects,R .B . Seed and
R. W. Boulanger, GT Apr. 91, p686-693. Microplane Model for Triaxial Deformation of
Saturated Cohesive Soils, Pere C. Prat and
Clay soils ZdenékP . Bazant, GT June 91, p891-912.
Diffusion in Saturated Soil. I: Bac ‘ound, Modeling One-Dimensional Compression Char-
Charles D. ae and David E. aniel, acteristics of Soils, Jin-Chuan Liu and Dobros-
GT Mar. 91, p467-4: lav Znidavéié, GT Jan. 91, p162-169.
Diffusion in met a II: Results for Com- Permeability of Clays Under og Permeants,
re Clay, Charles D. Shackelford and David Janardanan O. Uppot and R. W.S tephenson,
. Daniel, GT Mar. 91, p485-506. GT Jan. 89, p115-131.
Ex —— p-y Model for Submerged Stiff Piping and Erosion Tests at Conner Run Dam,
I id W. Dunnavant and Michael W. G. mards, A. B. Huang and Jose Ramos,
eill, St Jan. 89, p95-114. GT Jan. 91, p108-117.
CLAYS 1991 ANNUAL INDEX
Pollutant Migasion through Liner Underlain 4 Compacted soils
Fractured R. Kerry Rowe and John R Collapse of me Clayey Sand, Evert C.
Booker, GT Dec. 91, p1902-1919. Lawton, Richard J. Fragaszy and James H.
Smear Effects of Vertical Drains on on Bangkok Hardcastle, GT Sept. 89, p1252-1267.
Clay, Dennes T. Bergado, Hiroshi Asakami,
Marolo C. Alfaro and A. S. Balasubramaniam, Diffusion in Saturated Soil. I: Background,
GT Oct. 91, p1509-1530. Charles D. Shackelford and David E. Daniel,
GT Mar. 91, p467-484.
— Evaluation During Staged Construction,
arlesC .L add, GT Apr. 91, p540-615. Diffusion in Saturated Soil. II: Results for Com-
pacted Clay, Charles D. Shackelford and David
Sia Ratio Effects on Collapse of Compacted E. Daniel, GT Mar. 91, p485-506.
Clayey Sand, Evert C. Lawton, Richard J. Fra-
gaszy and James H. Hardcastle, GT May 91, Estimating Earth Pressures Due to Compaction,
p714-730. J. M. Duncan, G. W. Williams, A. L. Sehn and
R. B. Seed, GT Dec. 91, p1833-1847.
Cohesion
Bearing ngy o |o f ue ae Cohesion In- Expansion of Compacted Gravelly Clay, Robert
creases Linearly with Depth, A. Siva Redd W. Day, GT June 91, p968-972.
Anil K. Singha nd Suresh S. Karnik, GT Feb. Fabric of Field- and Laboratory-Compacted
91, p348-35 Clay, S. Prapaharan, D. M. White and A. G.
Cohesionless soils Altschaeffl, GT Dec. 91, p1934-1940.
Bearing Capacity of Foundations in Slopes, Don- — Stability of = Clay Slopes,
ald Shields, Neil Chandler and Jacques Gar- Robert W. Day and Gregory W. Axten, GT
nier, GT Mar. 90, p528-537. Apr. 89, p577-580.
Improved Design pg for big — Transport of Low-Concentration Contaminants
ed H-Piles in Sand, Coyle in Saturated Earthen Barriers, Yalcin B. Acar
Ronald Ungaro, GT Man 91 9507-5 28. and Laique Haider, GT July 90, p1031-1052.
Passive Inclined Anchorages in Sand, James D.
or am and E. J. Murray, GT May 91, p810-
Compaction
Performance Assessment of Tunnels in Cohesion- Collapse of Compacted Clayey Sand, Evert C.
less Soils, R. C. K. Wong and P. K. Kaiser, GT Lawton, Richard J. Fragaszy and James H.
Dec. 91, p1880-1901. Hardcastle, GT Sept. 89, p1252-1267.
Cohesive soils Densification of Gravelly Sand Fill Using Inten-
sive Surface Compaction, Nathan L. etten
1D Strain in Normally Consolidated Cohesive —- W. Weaver, GT July 91, p1089-
Soils, Bobby O. Hardin, GT May 89, p689-710.
Density Tests Above Zero Air Voids Line, John
H. Schmertmann, GT July 89, p1003-1018. Density Tests Above Zero Air Voids Line, John
Hi. Schmertmann, GT July 89, p1003-1018.
Microplane Model for Triaxial Deformation of
Saturated Cohesive Soils, Pere C. Prat and Estimating Earth Pressures Due to Compaction,
Zdenék P. Bazant, GT June 91, p891-912. J. M. Duncan, G. W. Williams, A. L. Sehn and
R. B. Seed, GT Dec. 91, p1833-1847.
Collapse
Fabric of Field- and Laboratory-Compacted
Collapse of Se nor Clayey Sand, Evert C.
LHaarwdtcoans,t leR, iGcTh aSredp Jt.. 8F9r,ag apps1z1y2 522 -1a2n6d7 . James H. CAlltasyc,h aeSf.f la, e GaT pDece. 91D,. pM1.9 34W-h1i9t4e0 . and A. G.
Performance Assessment of Tunnels in Cohesion- Rapid Water Content by Computer-Controlled
less Soils, R. C. K. Wong and P. K. Kaiser, GT Microwave Drying, Paul A. Gilbert, GT Jan.
Dec. 91, p1880-1901. 91, p118-138.
Collapse load Relative Compaction of Fill Having Oversize
= Robert W. Day, GT Oct. 89, p1487-
Undrained F pong teedS hallow Square Tunnel,
Ali Assadi an tt W. Sloan, GT Aug. 91,
p1152-1173. Smooth HDPE-Clay Liner Interface Shear
Strengths: Compaction Effects, R. B. Seed and
Collapsible soils R. W. Boulanger, GT Apr. 91, p686-693.
Sample Disturbance of Cemented Collapsible
Soils, Sandra L. Houston and Mostafa EI- Stress Ratio Effects on Collapse of Compacted
Ehwany, GT May 91, p731-752. Clayey Sand, Evert C. Lawton, Richard J. Fra-
gaszy and James H. Hardcastle, GT May 91,
Sample Disturbance of Collapsible Soil, Robert p714-730.
W. Day, GT Jan. 90, p158-161.
Stress Ratio Effects on Collapse of Compacted
Clayey Sand, Evert C. Lawton, Richard J. Fra- Comparative studies
gaszy and James H. Hardcastle, GT May 91, Finite Element Analyses of HDR-4 Excavation,
$714-730. Ric J. Finno and Indra S. Harahap, GT
Columns Oct. 91, p1590-1609.
Reinforcing Soft Soils with Artificially Cemented Large-Scale Modei Test on Square Box Culvert
Compacted-Sand Columns, Ilan Juran and Backfilled with Sand, Abhijit Dasgupta and
Oraccio Riccobono, GT July 91, p1042-1060. Bratish Sengupta, GT Jan. 91, p156-161.
SUBJECT INDEX CONSTRUCTION METHODS
Summary of Pile Capacity Predictions and Com- Consolidation
ison with Observed Behavior, Richard J. Consolidation Settlement of Bridge Pon scence
inno, Jacques Achille, Hsin-Chih Chen, Foundation, Musharraf Zaman, Arumugam
Tanguy Cosmao, Jun Boum Park, Jean-Noel Gopalasin; and Joakim G. Laguros, GT
Picard, D. Leeanne Smith and Gustavious P. Feb. 91, p219-240.
Williams, Axial Behavior of Piles Richard J.
Finno, ed., 1989, p349-378. Embankment Design on Soft Clays, S. F. (Ozer)
— and E. Togrol, GT Nov. 91, p1691-
Compression
Modeling One-Dimensional Compression Char- Probabilistic Approach to Differential Settle-
acteristics of Soils, Jin-Chuan Liu and Dobros- ments of Tripod Platform, Knut O. Ronold,
lav Znidavétié, GT Jan. 91, p162-169. GT Aug. 91, p1245-1259.
Compressive strength Smear Effects of Vertical Drains on Soft Bangkok
Ciay, Dennes T. Bergado, Hiroshi Asakami,
Fissure Parameters in Stiff Clays Under Com- Marolo C. Alfaro and A. S. Balasubramaniam,
<1; Ae Luis E. Vallejo, GT t. 89, pi303- GT Oct. 91, p1509-1530.
Computation Consolidation, soils
Evaluation of Deep Pumping Tests, Denise Wil- Bearing Capacity of Clays whose Cohesion In-
- ca and John T. Christian, GT May 89, creases Linearly with th, A. Siva Reddy,
Anil K. — and Suresh S. Karnik, GT Feb.
91, p348-35
Computer applications Hyperbolic Method for Consolidation Analysis,
Consolidation Settlement of Bridge Approach Thiam-Soon Tan, Toshi Inoue and Seng-
Foundation, Musharraf an, Arumugam Lip Lee, GT Nov. 91, p1723-1737.
Gopalasi and Joakim G. Laguros, GT
Feb. 91, p219-240. Internally Braced Cuts in Overconsolidated Soils,
EdwardJ . Ulrich, Jr., GT Apr. 89, p504-520.
Computer models Modeling One-Dimensional Compression Char-
Evaluation of Deep Pumping Tests, Denise Wil- acteristics of Soils, Jin-Chuan Liu and Dobros-
ton ja and John T. Christian, GT May 89, lav Znidaviié, GT Jan. 91, p162-169.
p670-688. Tieback Supported Cuts in Overconsolidated
Computer programs ri Edward J. Ulrich, Jr., GT Apr. 89, p521-
Estimating Earth Pressures Due to Compaction,
J. M. Duncan, G. W. Williams,A . L. Sehn and Constitutive equations
R. B. Seed, GT Dec. 91, p1833-1847.
Anisotropic Hardening Plasticity Model for
Rapid Identification of Critical Slip Surfaces: Sands, Robert Y. Liang and Hann-Ling Shaw,
tructure, Jay S. DeNatale, GT Oct. 91, GT June 91, p913-933.
p1568-1589.
Use of STABL Program in Tied-back Wall De- Constitutive models
sign, Alireza Boghrat, GT Apr. 89, p546-552. 1D Strain in Normally Consolidated Cohesive
Computerization Soils, Bodby O. Hardin, GT May 89, p689-710.
Rapid Water Content by Computer-Controlled Generalized Nonassociative Multisurface Ap-
Microwave Drying, Paul A. Gilbert, GT Jan. proach for Granular Materials, Yii-Wen Pan,
91, p118-138. GT Jan. 91, p51-66.
Microplane Model for Triaxial Deformation of
Concrete piles Saturated Cohesive Soils, Pere C. Prat and
Skin Friction of Driven Piles in Calcareous Zdenék P. Bazant, GT June 91, p891-912.
Sands, NabilF . Ismael, GT Jan. 89, p135-139.
Constitutive relations
Concrete, precast
Revised Cam-Clay Model, B. R. Srinivasa
Performance of Precast _— Piles in Marine Murthy, A. Vatsala and T. S. Nagaraj, GT June
Clay, Chun F. Leung, R. Radhakrishnan and 91, p851-871.
Siew-Ann Tan, GT ie. 91, p637-657.
Stability of Leaning Towers, James A. Cheney,
Concrete, reinforced Abbas Abghari and Bruce L. Kutter, GT Feb.
Large-Scale Model Test on Square Box Culvert 91, p297-318.
Backfilled with Sand, Abhijit ete and
Bratish Sengupta, GT Jan. 91, p156-161 Construction
Stability Evaluation During Staged Construction,
Cone penetration tests Charles C. Ladd, GT Apr. 91, p540-615
Effect of aoeee Stress on CPT Penetration Pore
Pressures P. Sully and R. G. Campanella, Construction methods
GT July 31.p 1082- 1088. Embankment Design on Soft Cla’ , S. F. (Ozer)
Finite Strain Analysis for Deep Cone Penetra- a and E. Togrol, GT lov. 91, pl1691-
— Ramesh C. Gupta, GT Oct. 91, p1610-
Interaction of Geology, Construction Practice
Settlement of Shallow Foundations on Granular and Foundation Design, William S. Gardner,
Soils, G. A. Leonards and J. D. Frost, GT July Foundation Engineering, Fred. H. Kulhawy,
88, p791-809. ed., 1989, p1552-1577.
CONTAMINANTS 1991 ANNUAL INDEX
Contaminants Dam stability
Pollutant ee through Liner Underlain by Mechanisms of Strength Loss in Stiff Clays, Tim-
Fractured Soil, R. Kerry Rowe and John R. othy D. Stark and J. Michael Duncan, GT Jan.
Booker, GT Dec. 91, p1902-1919. 91, p139-154.
Transport of Low-Concentration Contaminants
in Saturated Earthen Barriers, Yalcin B. Acar Damping
and Laique Haider, GT July 90, p1031-1052. Dynamic Properties of Reinforced Sand, Scott E.
bey ey and Jorge B. Sousa, GT Sept. 91,
Contamination p1402-1422.
Pb(II) Removal from Kaolinite by Electrokinet- Formulas and Charts for Impedances of Surface
ics, Jihad Hamed, Yalcin B. Acar and Robert J. and Embedded Foundations, George Gazetas,
Gale, GT Feb. 91, p241-271. GT Sept. 91, p1363-1381.
Core walls Free Vibration of Embedded Foundations: Theo-
y Versus Experiment, or Gazetas and
—— Mixing at the Jackson Lake Dam, enneth H. Stokoe, II., GT Sept. 91, p1382-
istopher R. Ryan and Brian H. Jasperse,
Foundation Engineering, Fred. H. Kulhawy,
ed., 1989, D354 7. Damping ratio
Crack propagation Effect of Soil Plasticity on Cyclic Response,
Mladen Vucetic and Ricardo Dobry, GT Jan.
Fissure Parameters in Stiff Clays Under Com- 91, p89-107.
am Luis E. Vallejo, GT Sept. 89, p1303-
Dams
Mechanisms of Strength Loss in Stiff Clays, Tim-
Creep othy D. Stark and J. Michael Duncan, GT Jan.
Stability of Leaning Towers, James A. Cheney, 91, p139-154.
Abbas Al arii and Bruce L. Kutter, GT Feb.
91, p297-318. Dams, concrete
Surface Loading of Anisotropic Rock Masses, Jyh
Culverts Jong Liao and Bernard Amadei, GT Nov. 91,
Elastic Buckling of Buried Flexible Tubes—A Re- p1779-1800.
view of Theory and Experiment, Ian D. Moore,
GT Mar. 89, p340-358. Dams, earth
le Model Test on Square Box Culvert Critical Filters for Impervious Soils, J. L. Sherard
Backfilled with Sand, Abhijit Dasgupta and and L. P. Dunnigan, GT July 89, p927-947.
Bratish Sengupta, GT Jan. 91, p156-161. Earthquake-Induced Permanent Deformations:
Probabilistic Approach, M. K. Yegian, E. A.
Cyclic loads Marciano and V. G. Ghahraman, GT Jan. 91,
Cyclic Loading of Silty Clay with Drainage Peri- p35-50.
. Michael P. O’Reilly, Stephen F. Brown Improved Filter Criterion for Cohesionless Soils,
and Robert F. Overy, GT Feb. 91, p354-362. Yusuke Honjo and Daniele Veneziano, GT
Effect of Soil Plasticity on Cyclic Response, Jan. 89, p75-94.
Mladen Vucetic and Ricardo Dobry, GT Jan. Seismic Risk Analysis for Earth Dams, M. K. Ye-
91, p89-107. gian, E. A. Marciano and V. G. Ghahraman,
Effects of Saturation and Back Pressure on Sand GT Jan. 91, p18-34.
Liquefaction, Hong Xia and Ting Hu, GT Simplified Seismic Analysis of Embankment
Sept. 91, p1347-1362. Dams—Canyon-Wall Configuration, Carlos A.
—— p-y Model for Submerged Stiff Prato and Enrique E. Matheu, GT Nov. 91,
~ ty W. Dunnavant and Michael W. p1802-1808.
O’Neill, GT Jan. 89, p95-114.
Decision making
Mechanisms of St: h Loss in Stiff Clays, Tim-
othy D. Stark and J. Michael Duncan, GT Jan. ee Elio D’Appolonia, GT Jan.
91, p139-154.
Residual rain ptea a ag Due 4 Deep soil mixing
regular Cyclic ing, W. S. Kaggwa, J. R. = Soil Mixing at the Jackson Lake Dam,
gal and J. P. Carter, GT Feb. 91, p201- ristopher R. Ryan and Brian H. Jasperse,
Foundation Engineering, Fred. H. Kulhawy,
Tests on Model Instrumented Grouted Piles in ed., 1989, p354-367.
Offshore Calcareous Soil, C. Y. Lee and H. G.
Poulos, GT Nov. 91, p1738-1753. Deflection
Distortion of Steel Tanks Due to Settlement of
Dam design Their Walls, Timothy B. D’Orazio, James M.
Piping and Erosion Tests at Conner Run Dam, -— and Roy A. Bell, GT June 89, p871-
G. A. Leonards, A. B. Huang and Jose Ramos,
GT Jan. 91, p108-117.
Deformation
Dam failure Analytical Prediction of Earthquake-Induced
Seismic Risk Analysis for Earth Dams, M. K. Ye- Permanent Deformations, Constantine A.
gi , E. A. Marciano and V. G. Ghahraman, Stamatopoulos, George Bouckovalas and
iT Jan. 91, p18-34. Robert V. Whitman, GT Oct. 91, p1471-1491.
SUBJECT INDEX DRILLED PIERS
Deformation Characteristics of Reinforced Sand Design improvements
in Direct Shear, Scott E. Shewbridge and Nich- Improved Design Procedures for Vertically Load-
olas Sitar, GT Aug. 89, p1134-1147. ed H-Piles in Sand, Harry M. Coyle and
Earthquake-Induced Permanent Deformations: Ronald Ungaro, GT Mar. 1 p507-528.
Probabilistic Approach, M. K. Yegian, E. A.
Marciano and V. G. Ghahraman, GT Jan. 91, Design modifications
p35-50 Monitored Decisions, Elio D’Appolonia, GT Jan.
Elimination of Initial Rotation Error in Portable 90, p4-34.
Borehole Deflectometers, Arvind Kumbhojkar,
GT Dec. 91, p1949-1955. Diffusion
Ex ng ~< p-y Model for Submerged Stiff Diffusion in Saturated Soil. I: Bac! und,
py odd W. Dunnavant and Michael W. Charles D. Shackelford and David E. iel,
eill, GT Jan. 89, p95-114. GT Mar. 91, p467-484.
Finite Element Analyses of HDR-4 Excavation, Diffusion in Saturated Soil. II: Results for Com-
Richard J. Finno and Indra S. Harahap, GT pacted Clay, Charles D. gan and David
Oct. 91, p1590-1609. E. Daniel, GT Mar. 91, p485-506
Pollutant Migetion — Liner Underiain by
Degradation Fractured try Rowe and John R.
ny of ae * Outdoor Exposure in Booker, GT Dec. 91,M OO O19.
Hon W. Brand and P
Richard Pome, or T4u 91, p979-1000. Diffusion coefficient
Diffusion in Saturated Soil. I: Bac und,
Densification Charles D. rey and David E. iel,
Densification of Gravelly Sand Fill Using Inten- GT Mar. 91, p467-4
sive Surface Compaction, Nathan L. etten Diffusion in robe ais II: Results for Com-
——— W. Weaver, GT July 91, p1089- pacted Clay, Charles D. Shackelford and David
E. Daniel, GT Mar. 91, p485-506.
Volume Change Behavior of Vibrated Sand Col-
umns, Gillian M. Norman-Gregory and Ernest Dilatometer tests
T. Selig, GT Mar. 89, p289-303. Settlement of Shallow Foundations on Granular
Soils, G. A. Leonards and J. D. Frost, GT July
Depth 88, p791-809.
Bearing Capacity of Clays whose Cohesion In-
creases Linearly with th, A. Siva Reddy, Discontinuities
Anil K. Singh and Suresh S. Karnik, GT Feb. Problems with Representation of Rock-Fracture
91, p348-353. Clusters, H. H. W. Herda, H. H. Einstein and
W. S. Dershowitz, GT Nov. 91, p1754-1771.
Design
Effect of Water-Content Variability in Design of Distortion
Clay Embankments, G. ry and A. G. Distortion of Steel Tanks Due to Settlement of
Altschaeffl, GT Apr. 91, p673-683. Their Walls, Timothy B. D’Orazio, James M.
Elastic Buckling of Buried ay Tubes—A Re- — and Roy A. Bell, GT June 89, p871-
view of Theory and Experiment, Ian D. Moore,
GT Mar. 89, p340-358.
Embankment Design on Soft Clays, S. F. (Ozer) Disturbances
a and E. Togrol, GT Nov. 91, p1691- Effect of Disturbance on Pressuremeter Results
in Clays, S. Prapaharan, J. L. Chameau, A. G.
—— and R. D. Holtz, GT Jan. 90, p35-
Kinematical Limit Analysis for Design of Soil-
Nailed Structures, Ilan Juran, George Bau-
drand, Khalid Farrag and Victor Elias, GT Jan. Drainage
90, p54-72.
Analysis of Seismic Settlements and Pore Pres-
Monitored Decisions, Elio D’Appolonia, GT Jan. sures in Centrifuge Tests, George Bouckovalas,
90, ’ p4-34. Constantine A. Stamatopoulos and Robert V.
Performance Assessment of Tunnels in Cohesion- Whitman, GT Oct. 91, p1492-1508.
less Soils, R. C. K. Wong and P. K. Kaiser, GT Cyclic Loading of Silty Clay with Drainage Peri-
Dec. 91, p1880-1901. ods, Michael P. O’Reilly, ye F. Brown
Simplified Design for Vibration Screening by and Robert F. Overy, GT Feb. 91, p354-362.
Open and In-Filled Trenches, S. Ahmad and T.
M. Al-Hussaini, GT Jan. 91, p67-88. Drains
Piping and Erosion Tests at Conner Run Dam,
Design criteria G. A. Leonards, A. B. Huang and Jose Ramos,
Improved Filter Criterion for Cohesionless Soils, GT Jan. 91, p108-117.
Yusuke Honj 1S ees Daniele Veneziano, GT
Jan. 89, p75-94 Drilled piers
Results of Foundation Engineering Congress Pile
Design data Load Tests, Richard J. Finno, Tanguy Cosmao
Monitored Decisions, Elio D’Appolonia, GT Jan. and Brett Gitskin, Axial Behavior of Piles
90, > p4-34. RichardJ . Finno, ed., 1989, p331-348.
DRILLED PIERS 1991 ANNUAL INDEX
Summary of Pile Capacity Predictions and Com- Simplified Seismic Analysis of Embankment
ison with Observed Behavior, Richard J. Dams—Canyon-Wall Configuration, Carlos A.
inno, Jacques Achille, Hsin-Chih Chen, Prato and Enrique E. Matheu, GT Nov. 91,
Tanguy en Jun Boum Park, Jean-Noei p1802-1808.
Picard, D . Leeanne Smith and Gustavious P.
Williams, ‘Axial Behavior of Piles Richard J. Earth fills
Finno, ed., 1989, p349-378. Smear Effects of Vertical Drains on Soft Bangkok
Clay, Dennes T. Bergado, Hiroshi Asakami,
Driven piles Marolo C. Alfaro and A. S. Balasubramaniam,
Load Transfer for Pipe Piles in Hi y Pressured GT Oct. 91, p1509-1530.
Dense Sand, Michael W. O’Nei and Richard Earth pressure
D. Raines, GT Aug. 91, p1208-1226. Arch in Soil Arching, ore Harrop-Williams,
Performance of Axially Loaded Pipe Piles in GT Mar. 89, p415-4
aoe Leland M. Kraht, Jr., GT Feb. 91, p272- ee Earth “mel Due to Compaction,
. M. Duncan, G. W. Williams, A. L. Sehn and
Performance of Precast om Piles in Marine R. B. Seed, GT Dec. 91, p1833-1847.
Clay, Chun F. Leung, Radhakrishnan and
Siew-Ann Tan, GT AApwr. 51 p637-657. Earth reinforcement
Results of Foundation E: seme, Congress Pile Deformation Characteristics of Reinforced Sand
Load Tests, Richard J. Finno, Tanguy Cosmao in Direct Shear, Scott E. Shewbridge and Nich-
and Brett Gitskin, Axial Behavior of Piles olas Sitar, GT Aug. 89, p1134-1147.
Richard J. Finno, ed., 1989, p331-348. Dynamic Properties of Reinforced Sand, Scott E.
Skin Friction of Driven Piles in Calcareous pp1e40o2-r14;22 . and Jorge B. Sousa, GT Sept. 91,
Sands, NabilF . Ismael, GT Jan. 89, p135-139.
Kinematical Limit Analysis for Design of Soil-
Summary of Pile Capacity Predictions and Com- Nailed Structures, Ilan Juran, George Bau-
ison with Observed Behavior, Richard J. se KShasl id Farrag and Victor Elias," GT Jan.
inno, Jacques Achille, Hsin-Chih Chen,
Tanguy mao, Jun Boum Park, Jean-Noel p54-
Picard, D. Leeanne Smith and Gustavious P. Technique a Using Fine-Grained = in Rein-
Williams, Axial Behavior of Piles Richard J. forced Earth, A. Sridharan, B. Srinivasa
Finno, ed., 1989, p349-378. Murthy, Indian Inst. of Sci., RT India
Bindumadhava and K. Revanasiddappa, GT
Dynamic analysis Aug. 91, p1174-1190.
Dynamic ee fchse ng &f or Floating Pile Earth structures
Groups, George Gaze e Fan, Amir Kay- Effect of Water-Content Variability in Design of
— Eduardo oe ot Oct. 91, p1531- Clay Embankments, G. wal and A. G.
Altschaeffl, GT Apr. 91, p673-683.
Dynamic Response Verification of Simplified Technique for Using Fine-Grained Soil in Rein-
Bridge-Foundation Model, Marie B. Levine forced Earth, A. Sridharan, B. R. Srinivasa
and Ronald F. Scott, GT Feb. 89, 7246-260. Murthy, Indian Inst. of Sci. Bangalore, India
Formulas and Charts for Impedances of Surface Bindumadhava and K. Revanasiddappa, GT
and Embedded Foundations, George Gazetas, Aug. 91, p1174-1190.
GT Sept. 91, p1363-1381. Earthfill
Free Vibration of = ce gy oche ce olb ey Collapse of Compacted Clayey Sand, Evert C.
R Versus Experiment, Lawton, Richard J. Fragaszy and James H.
— H. Stokoe, IL, or t‘. .7t as oD Hardcastle, GT Sept. 89, p1252-1267.
Stress Ratio Effects on Collapse of Compacted
Dynamic loads Cgalsazyye y anSda ndJ,a mEevse rtH .C . HaLradwctaosnt,l e,R icGhTa rdM aJy. Fr9a1-,
Analysis of Seismic Settlements and Pore Pres- p714-730.
sures in Centrifuge Tests, George Bouckovalas,
Constantine A. Stamatopoulos and Robert V. Earthquake damage
Whitman, GT Oct. 91, p1492-1508. Analytical Prediction of Earthquake-Induced
Permanent Deformations, Constantine A.
Dynamic response Stamatopoulos, George Bouckovalas and
| Soil Reaction to Axially Loaded Piles, Robert V. Whitman, GT Oct. 91, p1471-1491.
akaaki Kagawa, GT July 91, p1001-1020. Earthquake-Induced Permanent Deformations:
Probabilistic Approach, M. K. Yegian, E. A.
Dynamics Marciano and V. G. Ghahraman, GT Jan. 91,
Dynamic Properties of Reinforced Sand, Scott E. p35-50.
onary ofa nd Jorge B. Sousa, GT Sept. 91, Seismosoil Dynamics of Foundations in Mexico
p1402-1422 pap boone rg September 19, 1985, Leonar-
vaert, GT Mar. 91, p376-42 8.
—, Soil Reaction to Axially Loaded Piles,
akaaki Kagawa, GT July 91, p1001-1020. Earthquake engineering
Horizontal Im os o—f Strip Foun- Dynamic Response i of Simplified
dations in Lo pe Ahmad and A. Bridge-Foundation Model, Marie B. Levine
Bharadwaj,G T July 1°a i 1041. and RonaldF . Scott, GT Feb. 89, p246-260.
SUBJECT INDEX EQUIPMENT
Earthquake excitation Embankment stability
Effect of Soil Plasticit on oo Response, Effect of a Variability in Design of
Mladen Vucetic and icardo Dobry, Jan. Clay Em G. wal and A. G.
91, p89-107 Altschaeffl, GT he "91, p673-683.
Stability Analysis of Embankments on Soft
Earthquake prediction re Bak-Kong Low, GT Feb. 89, p211-
Seismic Risk Analysis for Earth Dams, M. K. Ye-
= E. A. Marciano and V. G. Ghahraman,
T Jan. 91, p18-34. Embankments
Consolidation Settlement of Bridge Approach
Earthquake resistant structures Foundation, Musharraf Zaman, Arumugam
Device for Control of Building Settlement and Gopalasin; and Joakim G. Laguros, GT
for Seismic Protection, Manuel Aguirre, GT Feb. 91, p219-240.
Dec. 91, p1848-1859. Earthquake-Induced Permanent Deformations:
Probabilistic Approach, M. K. Yegian, E. A.
Earthquakes Marciano and V. G. Ghahraman, GT Jan. 91,
Analysis of Seismic Settlements and Pore Pres- p35-50.
sures in Centrifuge Tests, George ne, Effect of Water-Content Variability in ~w of
Constantine A. Stamatopoulos and RobertV Clay Embankments, G. wal and A. G.
Whitman, GT Oct. 91, p1492-1508. Altschaeffl, GT Apr. 91, p673-683.
Analytical Prediction of Earthquake-Induced Embankment Design on Soft aClay (Ozer)
Permanent Deformations, Constantine A. — and E. Togrol, GT Nov. aL.p1 691-
Stamatopoulos, George Bouckovalas and
RobertV .W hitman, GT Oct. 91, p1471-1491. — Risk Analysis for Earth Dams, M. K. Ye-
Device for Control of Building Settlement and E. A. Marciano and V. G. Ghahraman,
for Seismic Protection, Manuel Aguirre, GT &T.J an. 91, p18-34.
Dec. 91, p1848-1859. Simplified Seismic Analysis of Embankment
Seismosoil Dynamics of Foundations in Mexico Dams—Canyon-Wall Confi tion, Carlos A.
City Earthquake, September 19, 1985, Leonar- Prato and Enrique E. Matheu, GT Nov. 91,
do Zeevaert, GT Mar. 91, p376-428. p1802-1808.
Stability Analysis of Embankments on Soft
Eccentric loading ae Bak-Kong Low, GT Feb. 89, p211-
Bearing Capacity of Eccentrically ewe |
Loaded Footing, Swami Saran K.
Agarwal, GT Nov. 91, 1669-1690. Embedded foundations
Formulas and Charts for Impedances of Surface
Elastic foundations and Embedded Foundations, George Gazetas,
Modified Vlasov Model for Beams on Elastic GT Sept. 91, p1363-1381.
Foundations, C. V. Girija Vallabhan and Y. C. Free Vibration of Embedded Foundations: Theo-
Das, GT June 91, p956-966. y Versus Experiment, Geo: Gazetas and
ih, H. Stokoe, II., GT t. 91, p1382-
Elasticity
Surface Loading of Anisotropic Rock Masses, Jyh Horizontal hang,p ose = a Strip Foun-
Jong Liao and Bernard Amadei, GT Nov. 91, dations in ao Ahmad and A.
p1779-1800. Bharadwaj, GT July a sO. 1041.
Wave-Number Domain Approach for Soil Varia- Embedment
bility Analysis, D. G. Zeitoun and R. Baker,
GT July 91, p1061-1079. Helical Anchors in Dry and Submerged Sand
Subjected to Surcharge, Ashraf Ghaly, Adel
Elastoplasticity Hanna, Gopal Ranjan and Mikhail Hanna, GT
Generalized Nonassociative Multisurface Ap- Oct. 91, p1463-1470.
proach for Granular Materials, Yii-Wen Pan, Energy
GT Jan. 91, p51-66. Pb(II) Removal from Kaolinite by Electrokinet-
Revised Cam-Clay Model, B. R. Srinivasa ics, Jihad Hamed, Yalcin B. Acar and Robert J.
ie ipemaae and T.S. Nagaraj, GT June Gale, GT Feb. 91, p241-271.
> Pp
Energy dissipation
Electrical conductivity Device for Control of Building Settlement and
Dielectric Method for Prediction of Porosity of for Seismic Protection, Manuel Aguirre, GT
Saturated Soil, K. Arulanandan, GT Feb. 91 Dec. 91, p1848-1859.
p319-330.
Engineering geology
Pb(II) Removal from Kaolinite by Electrokinet- Observation, Quantification, and Judgment: be7
ics, Jihad Hamed, Yalcin B. Acar and Robert J. zaghi and En ineering pm erbertH .
Gale, GT Feb. 91, p241-271. Einstein, GT Nov. 91, b1772-1 8.
Electroosmosis Equipment
Pb(II) Removal from Kaolinite by Electrokinet- Rapid Water Content by Com eg arg
ics, Jihad Hamed, Yalcin B. Acar and Robert J. Microwave Drying, Paul A. Gilbert, GT Jan.
Gale, GT Feb. 91, p241-271. 91, p118-138.
EROSION 1991 ANNUAL INDEX
Erosion Failure modes
Critical Filters for Impervious Soils, J. L. Sherard Field Tests on Bored Piles Subject to Axial and
and L. P. Dunnigan, GT July 89, p927-947. Oblique Pull, Nabil F. Ismael, GT Nov. 89,
"Bin, Todp -y Model for Submerged Stiff p1588-1598.
Todd W. Dunnavant and Michael W. Seismic Risk Analysis for Earth re: M. K. Ye-
eill, GT Jan. 89, p95-114. gian, E. A. Marciano and V. G. Ghahraman,
Pipinga nd Erosion Tests at Conner Run Dam, GT Jan. 91, p18-34.
G.A . Leonards, A. "h ese and Jose Ramos, Failures
GT Jan. 91, p108-11 ATSF 1980 El Dorado Line Change Failure/
Errors Rehabilitation, Gerald P. Raymond, GT Aug.
91, p1191-1207.
Elimination of Initial Rotation Error in Portable
Borehole Deflectometers, Arvind Kumbhojkar, ———< Geotextiles to Outdoor Exposure in
GT Dec. 91, p1949-1955. Hong Kong, Edward W. Brand and P. L.
Richard Pang, GT July 91, p979-1000.
Estimation Results of Foundation Engineering Congress Pile
Probabilistic Potentiometric Surface Mapping, Load Tests, Richard J. Finno, Tanguy Cosmao
Pinnaduwa H.S.W. Kulatilake, GT Nov. 89, and Brett Gitskin, Axial Behavior of Piles
p1569-1587. RichardJ . Finno, ed., 1989, p331-348.
Examination Field tests
ae aot uantification, and Judgment: 7 Fabric of Field- and Laboratory-Compacted
zaghi and —— 8 Geology, erbert H Clay, S. on D. M. White and A. G.
Einstein, GTNoo v. 91, p1772-1778. Altschaeffl, GT Dec. 91, p1934-1940.
Field Tests on Bored Piles Subject to Axial and
Excavation Oblique Pull, Nabil F. Ismael, GT Nov. 89,
Analysis of Performance of Pile Groups Adjacent p1588-1598.
to Deep Excavation, Richard J. Finno, Samir Finite Element Analyses of HDR-4 Excavation,
A. Lawrence, Nabil F. Allawh and Indra S. Richard J. Finno = Indra S. Harahap, GT
Harahap, GT June 91, p934-955. Oct. 91, p1590-1609
Building Response to Excavation-Induced Settle- —— Method for Consolidation Analysis,
ment, Marco D. Boscardin and Edward J. Thiam-Soon Tan, Toshiyuki Inoue and Seng-
Cording, GT Jan. 89, p1-21. Lip Lee, GT Nov. 91, p1723-1737.
— Element Analyses of HDR-4 Excavation, Improved Design Procedures for Vertically Load-
Richard J. Finno and Indra S. Harahap, GT ed H-Piles in Sand, Harry M. Coyle and
Oct. 91, p1590-1609 Ronald Ungaro, GT Mar. 91, p507-528.
Skin Friction of Driven Piles in Calcareous
Excitation Sands, NabilF . Ismael, GT Jan. 89, p135-139.
Dynamic Interaction Factors for Floating Pile Smear Effects of Vertical Drains on Soft Bangkok
Groups, George Gazetas, Ke Fan, Amir Kay- Clay, Dennes T. Bergado, Hiroshi Asakami,
ag Eduardo Kausel, GT Oct. 91, pi53l- Marolo C. Alfaro and A. S. Balasubramaniam,
GT Oct. 91, p1509-1530.
Expansion Fills
— — of Pressuremeter Test, Sayed Densification of Gravelly Sand Fill te Inten-
Sayed, GT Dec. 89, p1769-1786. sive Surface Compaction, NathanL . etten
and James W. Weaver, GT July 91, p1089-
Expansive clays 1094.
Laboratory Evaluation of Lateral Swelling Pres- Density Tests Above Zero Air Voids Line, John
sure, Andy B. Fourie, GT Oct. 89, p1481-1486. H. Schmertmann, GT July 89, p1003-1018.
Expansive soils Relative Compaction of Fill Having Oversize
— Robert W. Day, GT Oct. 89, p1487-
Expansion of Compacted Gravelly Clay, Robert
. Day, GT June 91, p968-972.
Filters
Experimental data
Critical Filters for Impervious Soils, J. L. Sherard
Elastic Buckling of Buried Flexible Tubes—A Re- and L. P. Dunnigan, GT July 89, p927-947.
view of Theory and Experiment, Ian D. Moore, Improved Filter Criterion for Cohesionless Soils,
GT Mar. 89, p340-358.
Yusuke Honjo and Daniele Veneziano, GT
Experimental design Jan. 89, p75-94.
Bearing Sepetty 9o f Ly Adjacent to — Filtration
Swami Saran,V . Sud and ¢ C. Handa, G Piping and Erosion Tests at Conner Run Dam,
Apr. 89, aisi3 G. A. Leonards, A. B. Huang and Jose Ramos,
GT Jan. 91, p108- 117.
Experimentation
Free — of Embedded Foundations: Theo- Finegrained soils
-* ersus Experiment, roe a Gazetas and Revised Cam-Clay Model, B. R. Srinivasa
— H. Stokoe, II., GT Sept. 91, p1382- Murthy, A. Vatsala and T. S. Nagaraj, GT June
91, p851-871.