| Preface | p. XI |
| Organization | p. XIII |
| Constitutive Modelling | |
| Micro-mechanical investigation of the granular ratcheting | p. 3 |
| Seismic decay of psammoids and peloids with and without hypoplasticity | p. 11 |
| A continuous hyperplasticity model for sands under cyclic loading | p. 21 |
| Undrained behaviour of near-saturated sand in cyclic and monotonic loading | p. 27 |
| Application of elasto-plastic model with anisotropic hardening to analysis of cyclic loading of cohesive soil | p. 41 |
| Incorporation of a fabric tensor in sand model | p. 47 |
| Application of a new definition for the number of cycles of loading | p. 57 |
| Explicit accumulation model for cyclic loading | p. 65 |
| Mechanical differences between sand and clay under monotonic and cyclic loading | p. 77 |
| Numerical simulation of cyclic behavior of dense sand using a cyclic elasto-plastic model | p. 85 |
| Constitutive microplane model for geotechnical materials | p. 91 |
| A cyclic elasto-viscoplastic constitutive model: theoretical discussion and validation | p. 99 |
| Laboratory Testing | |
| Modelling of cyclic behaviour of a cohesive soil by shear torsional and triaxial tests | p. 109 |
| Behavioral characteristics of gravelly soils under general cyclic loading conditions | p. 115 |
| Two-way cyclic tests on a soil-structure interface | p. 123 |
| Liquefaction of sand in simple shear condition | p. 129 |
| Cyclic failure of low plasticity silt | p. 137 |
| On line pseudo-dynamic response tests on strtified layers consisting of clay and sand | p. 147 |
| Material behaviour of dry sand under cyclic loading | p. 153 |
| Behaviour of model piles subjected to cyclic axial loading | p. 159 |
| Study of the unbound crushed materials behaviour in road pavements | p. 167 |
| Cyclic behaviour of sand-structure interfaces | p. 173 |
| Stress-strain characteristics of fine grained soils under cyclic loading | p. 179 |
| Laboratory investigation of the undrained cyclic behaviour of a natural coarse sand from undisturbed and reconstituted samples | p. 187 |
| Comparison of fine-grained model material and natural soil during cyclic shear in resonant column device | p. 193 |
| Liquefaction-induced volumetric change during re-consolidation of sandy soil subjected to undrained cyclic loading histories | p. 199 |
| Effect of initial stress state on the cyclic simple shear behaviour of sands | p. 207 |
| Post liquefaction response of initially strain softening sand | p. 215 |
| Influence of nonplastic fines content on the liquefaction resistance of soils in terms of the unit energy | p. 223 |
| Strain accumulation in sand due to drained uniaxial cyclic loading | p. 233 |
| The effect of volumetric and out-of-phase cyclic loading on strain accumulation | p. 247 |
| Dynamic properties and liquefaction resistance of soil materials used in earthfill dams--results of laboratory tests | p. 257 |
| Liquefaction strength of volcanic debris flow deposits originated from Unzen Volcano | p. 263 |
| Cyclic behavior of sand-silt mixtures | p. 269 |
| Post-cyclic degradation of saturated plasticity silts | p. 275 |
| Field Testing | |
| Initiation of pore pressure rise in earthquakes | p. 289 |
| Case studies on evaluation of liquefaction resistance of imperfectly saturated soil deposits | p. 295 |
| Estimation of liquefaction potential using dynamic penetration with pore pressure transducer | p. 305 |
| Using large hydraulic shakers to induce liquefaction in the field | p. 313 |
| On the determination of cyclic strain history | p. 321 |
| Centrifuge Testing | |
| Centrifuge tests on monotonic and cyclic loaded caissons | p. 335 |
| Pile failure during seismic liquefaction--theory and practice | p. 341 |
| Centrifuge modelling of liquefaction of saturated sand under cyclic loading | p. 349 |
| Centrifuge model testing for offshore structure research and design | p. 355 |
| Horizontal cyclic loading of piles installed in sand: study of the pile head displacement and maximum bending moment | p. 363 |
| Marine Structures | |
| Cyclic clay data for foundation design of structures subjected to wave loading | p. 371 |
| Occurrence of liquefaction in cyclic burial of a structure submitted to wave-actions and resting on the seabed | p. 389 |
| Wave induced liquefaction underneath gravity structures | p. 399 |
| Settlements of vertical caisson breakwater | p. 407 |
| Wave-induced transient and residual pore pressure in the sand bed underneath a caisson breakwater--processes leading to liquefaction | p. 411 |
| Influence of cyclic load on model caisson seawalls embedded in marine clay | p. 425 |
| Modelling earthquake-induced phenomena in the Izmit Bay coastal area | p. 431 |
| Liquefaction and settlements of backfill behind quay-walls, caused by seismic loads | p. 441 |
| Wave-induced seabed liquefaction and the stability of marine pipelines | p. 449 |
| Earthquake Engineering--Case Studies--Assessment of Liquefaction | |
| Site effects and soil-structure interaction in the 1999, Athens earthquake: large-scale nonlinear simulations | p. 457 |
| Seismic durability design for an embankment crossing the Tunt-zu-chaio Fault in Taiwan | p. 467 |
| Assessment of liquefaction potential by principal component analysis and golden section search | p. 473 |
| Geotechnical hybrid simulation for predicting earthquake deformation of liquefiable ground both during and after | p. 479 |
| Condition indicators for liquefaction susceptibility with focus on silty soils | p. 489 |
| A case study on analysis of the earthquake response of slopes | p. 495 |
| Liquefaction potential assessment in layered soils by probabilistic neural networks based on the Kocaeli, Turkey earthquake | p. 505 |
| Vibrodriving | |
| Vibratory driven pile performances in Flanders clay. International Prediction Event 2003 | p. 517 |
| Densification of sand caused by vibratory sheetpiling | p. 523 |
| Comparative behaviour and performances of impact and vibratory driven piles in stiff clay | p. 533 |
| Toe and shaft resistance analysis during the vibratory driving of piles in Montoir | p. 541 |
| Soil Dynamics and Numerical Modelling | |
| Macroelement for study of dynamic response of gravity retaining walls | p. 551 |
| 2D and 3D seismic response analysis using experimental data on cyclic behaviour of soils | p. 563 |
| Numerical modeling of soil liquefaction at slope site | p. 571 |
| Dynamic effects of moving load on a poroelastic soil medium | p. 581 |
| Dynamic response and liquefaction of saturated granular soils: a micro-mechanical approach | p. 589 |
| Railway Track Systems | |
| A structural analysis-based method for calculating the residual settlement of a railway track platform under traffic loading | p. 605 |
| Experimental determination of a ballast lateral settlement law | p. 619 |
| The effect of coal dust fouling on the cyclic behaviour of railtrack ballast | p. 627 |
| An estimation method of residual settlement in ballasted track under repeated moving loads | p. 633 |
| A new method for evaluating the characteristics of railway capping layer | p. 641 |
| Modelling ballast under cyclic loading using Discrete Element Method | p. 649 |
| Dynamic Soil Structure Interaction | |
| Numerical simulation of the compaction of granular soils with vibratory rollers | p. 661 |
| Effects of subsoil and backfill conditions on seismic displacement of gravity type retaining walls | p. 665 |
| Nonlinear hysteretic load transfer model for Winkler type soil-foundation interaction springs for deep foundations | p. 673 |
| Numerical analysis of geosynthetic-reinforced walls subjected to seismic loads | p. 681 |
| Author index | p. 689 |
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