| Preface | |
| Organization | |
| A preliminary microzonation study for the town of Dinar | p. 3 |
| Zonation of geotechnical seismic hazards in Tuscany, Italy | p. 11 |
| Liquefaction potential map for Chimbote, Peru | p. 25 |
| Liquefaction potential assessment: Application to the Portuguese territory and to the town of Setubal | p. 33 |
| Site effects for long-period Rayleigh waves | p. 45 |
| Seismic behavior of the alluvial clay layer at Kobe Port Island during the 1995 Hyogoken-Nanbu Earthquake | p. 51 |
| Nonlinear site response during the Hyogoken Nanbu earthquake recorded by vertical arrays in view of seismic zonation methodology | p. 61 |
| Seismic zoning on ground motions in Taiwan area | p. 71 |
| Microzonation for ground motion during the 1980 Irpinia earthquake at Calabritto, Italy | p. 81 |
| Estimation of ground motion intensity in Kobe during the 1995 Hyogoken-Nanbu, Japan earthquake by a simplified zonation method | p. 97 |
| Earthquake hazard zonation | p. 103 |
| Evaluation of liquefaction potential of a site located in the South of Portugal | p. 113 |
| Site-dependent seismic response including recent strong motion data | p. 125 |
| Application of the TC4 Manual for soil liquefaction assessment to the 1995 Hyogoken-Nanbu (Kobe) earthquake | p. 135 |
| A study on the adaptability of two zoning methods for slope instability | p. 145 |
| Liquefaction mechanisms and countermeasures | p. 155 |
| Seismic analysis of flexible buried structures | p. 163 |
| Lateral-spreading loads on a piled bridge foundation | p. 173 |
| Liquefaction induced displacements | p. 185 |
| Nonlinear seismic response of pile foundations during strong earthquake shaking | p. 195 |
| Damage characteristics of independent houses and life line structures caused by Kobe earthquake and its ground motions | p. 205 |
| The shearing of foundations on an active fault | p. 215 |
| Natural frequency response of structures considering soil-structure interaction | p. 225 |
| Investigation of damaged foundations in the Great Hanshin earthquake disaster | p. 235 |
| Earthquake geotechnical engineering aspects of the protection dikes of the Costa Oriental of Lake Maracaibo, Venezuela | p. 243 |
| Seismic design procedure for kinematically stressed piles | p. 253 |
| Analytical formulae for the seismic bearing capacity of shallow strip foundations | p. 261 |
| Evaluation of cyclic liquefaction potential based on the CPT | p. 269 |
| Earthquake-induced settlements in mat foundations on clay deposits | p. 279 |
| Seismic bearing capacity of rigid deep strip foundations | p. 287 |
| Damage to Higashinada sewage treatment plant by the 1995 Hyogoken-Nanbu earthquake | p. 297 |
| Yodogawa dike damage by the Hyogoken-Nanbu earthquake | p. 307 |
| Early earthquake warning system for city gas network | p. 317 |
| Evaluation of stability of dam and reservoir slopes - Mechanics of landslide | p. 323 |
| Seismic response of steep natural slopes, structural fills, and reinforced soil slopes and walls | p. 341 |
| Seismically induced displacement of retaining walls | p. 351 |
| Effects of liquefaction-induced ground displacement on pile damage in 1995 Hyogoken-Nanbu earthquake | p. 361 |
| Boundary simulation for dynamic soil-structure interaction problems | p. 371 |
| Validation of analytical procedure on Daikai Subway Station damaged during the 1995 Hyogoken-Nanbu earthquake | p. 381 |
| Damping ratio of soils from laboratory and in situ tests | p. 391 |
| Author index | p. 401 |
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