Table Of Content

Engineering Geology 58 (2000) 399 www.elsevier.nl/locate/enggeo Author Index Volume 58 Akkaya, A.D. and Yudcemen, M.S. Mastrolorenzo, G., see Esposito, E. 353 Estimation of earthquake hazard based on extremes of local Mawby, R., see Vallejo, L.E. 125 integral random functions 353 McLane, J., see Wudst, R.AJ. 163 Aksoy, H., see Gokceoglu, C. 31 Michael, J.A., see Jibson, R.W. 271 Cui, Z.Q., see Deng, Q.L. 367 Motamedi, M., see Pedersen, K. 149 Dalgice, S Nakamura, N., see Kang, $.S. 35 The influence of weak rocks on excavation and support of Obara, Y., see Kang, S.S. 35 the Beykoz Tunnel, Turkey 137 Odzccelik, Y., see Tercan, ALE. 25 Del Gaudio, V., see Wasowski, J. 291 Okura, Y., Kitahara, H., Sammori, T. and Kawanami, A Deng, Q.L., Zhu, Z.Y., Cui, Z.Q. and Wang, X.P. The effects of rockfall volume on runout distance 109 Papadopoulos, G.A. and Plessa, A. Mass rock creep and landsliding on the Huangtupo slope in Magnitude-—distance relations for earthquake-induced land- the reservoir area of the Three Gorges Project, Yangtze slides in Greece 377 River, China 67 Parise, M. and Jibson, R.W. Esposito, E., Porfido, S., Simonelli, A.L., Mastrolorenzo, G. and A seismic landslide susceptibility rating of geologic units laccarino, G. based on analysis of characteristics of landslides triggered by Landslides and other surface effects induced by the 1997 the 17 January, 1994 Northridge, California earthquake 251 Umbria— Marche seismic sequence 353 Pedersen, K., Motamedi, M., Karnland, O. and Sandean, T Gokceoglu, C. and Aksoy, H. Cultivability of microorganisms introduced into a com- New approaches to the characterization of clay-bearing, pacted bentonite clay buffer under high-level radioactive densely jointed and weak rock masses 31 waste repository conditions 149 Guzzetti, F. Pergalani, F.,see Luzi, L. 313 Landslide fatalities and the evaluation of landslide risk in Plessa, A., see Papadopoulos, G.A. 377 Italy 89 Porfido, S., see Esposito, E. 353 Harp, E.L., see Jibson, R.W. 271 Prestininzi, A. and Romeo, R. laccarino, G., see Esposito, E. 353 Earthquake-induced ground failures in Italy 387 Jeng, F.S., see Lin, M.L. 191 Romeo, R., see Prestininzi, A. 387 Jitson, R.W., see Parise, M. 251 Romeo, R Jibson, R.W., Harp, E.L. and Michael, J.A. Seismically induced landslide displacements: a predictive A method for producing digital probabilistic seismic land- model 337 slide hazard maps 271 Sammori, T., see Okura, Y. 109 Kang, S.S., Nakamura, N., Obara, Y. and Sugawara, K. Sandean, T., see Pedersen, K. 149 Rock stress interpretations from Mt. Torigata (Japan) based Simonelli, A.L., see Esposito, E. 353 on calcite strain gauge and differential strain curve analysis Sugawara, K., see Kang, $.S. 35 Tercan, A.E. and Odzccelik, Y. 35 Geostatistical evaluation of dimension-stone quarries 25 Karnland, O., see Pedersen, K. 149 Terlien, M.T.J., see Luzi, L. 313 Kawanami, A., see Okura, Y. 109 Vallejo, L.E. and Mawby, R. Keefer, D.K. Porosity influence on the shear strength of granular mate- Statistical analysis of an earthquake-induced landslide distri- rial-clay mixtures 125 bution — the 1989 Loma Prieta, California event 231 Wang, X.P., see Deng,Q.L. 67 Kitahara, H., see Okura, Y. 109 Wasowski, J. and Del Gaudio, V. Lin, M.L. and Jeng, F-.S. Evaluating seismically induced mass movement hazard in Characteristics of hazards induced by extremely heavy rain- Caramanice Terme (Italy) 291 fall in Central Taiwan—Typhoon Herb 191 Wudst, R.A.J. and McLane, J. Luzi, L., Pergalani, F. and Terlien, M.T.J. Rock deterioration in the Royal Tomb of Seti 1, Valley of the Slope vulnerability to earthquakes at subregional scale, Kings, Luxor, Egypt 163 using probabilistic techniques and geographic information Yudcemen, M.S., see Akkaya, A.D. 53 systems 313 Zhu, Z.Y., see Deng, Q.L. 67 0013-7952/00/$ — see front matter © 2000 Elsevier Science B.V. All rights reserved. PII: $0013-7952(00)00045-4 IER Engineering Geology 58 (2000) 401—402 www.elsevier.nl/locate/enggeo Subject Index Volume 58 Abnormality, 163 Image analysis, 65 Active fault, 169 India, 123 Air-deck, 13 Infiltration test, 31 Alteration, 1 In situ stress measurement, 73 Aseismic, 169 Jointed rock, 13 Basalt, 123 Blasting, 13 Landfill, 105 Brightness, 65 Landslide, 163 Landslides, 31 Calabria, 53 Lightweight aggregate, 155 Case study, 163 Liner, 105 Cement additive, 155 Chloride, 81 Marble, 65 Clay, 81, 193 Marl, 193 Clay-bearing rocks, 215 Mass-movement, 53 Coal, 39 Measurement, 65 Collapse potential, 205 Meers fault, 169 Collapsible soils, 205 Minegas, 39 Confidence interval, 163 Mining, 39 Consolidation, 95 Monitoring, 179 Cracking, 105 Oklahoma, 169 Dam site, | Open pit, 13 Deformation modulus, 205 Ophiolitic melange, | Desiccation, 105 Overconsolidation, 169 Displacement, 179 Overconsolidation ratio Double oedometer tests, 205 Permeability, 1, 95 Earthquakes, 169 Pore fluid pressure, 95 EDTA, 81 Pozzolanic activity, 155 Effective stress, 95, 169 Preconsolidation, 169 Extensometers, 179 Present tectonic activity, 73 Present tectonic stress state, 73 Fault creep, 169 Fault displacement rate, 73 Q-factor, 123 Faults, 179 Fragmentation, 13 Regression analysis, 215 Rock Quality Designation, 123 Geohazard, 39 Grinding, 65 Saudi Arabia, 155 Groundwater, 31 Scoria, 155 Grouting, 1 Seismic, 169 Shafts, 39 Heat insulation, 155 Shallow seismic reflection analysis, 53 Homomorphic model, 163 Single oedometer tests, 205 0013-7952/00/$ — see front matter © 2000 Elsevier Science B.V. All rights reserved. PII: $0013-7952(00)00045-6 402 Subject Index / Engineering Geology 58 (2000) 401-402 Slake durability, 215 Suction, 105 Slope failure, 31 Soil constituents, 81 Soil fabric, 169 Thermal techniques, 39 Soil memory, 169 Thermodynamic stability, 193 Soil retention, 81 Three-dimensional tectonic stress field, 73 Soil stabilization, 193 Trace metals, 81 Soil suction, 31 Southwest Bulgaria, 179 Uniaxial compressive strength, 215 Structural geology, 53 Unsaturated flow, 31