Tatsuoka, FLo Presti, D. and Pallara, O. and Mensi, EDi Benedetto, HShibuya, S. and Kawaguchi, TPallara, O. and Froio, F. and Rinolfi, A. and Lo Presti, DUmetsu, KMatsushima, T. and Katagiri, J. and Uesugi, K. and Nakano, T. and Tsuchiyama, ASaomoto, H. and Matsushima, T. and Yamada, YVerdugo, R. and de la Hoz, KMuir Wood, D. and Sadek, T. and Dihoru, L. and Lings, M. LYasin, S.J.M. and Tatsuoka, FNishie, S. and Wang, L. and Seko, INash, D.F.T. and Lings, M.L. and Bertahmed, N. and Sukolrat, J. and Muir Wood, DForhina, S. and Callisto, L. and Rampello, SParlato, A. and d'Onofrio, A. and Penna, A. and Santucci de Magistris, FLanzo, G. and Pagliaroli, ASilvestri, F. and Vitone, C. and d'Onofrio, A. and Cotecchia, F. and Puglia, R. and Santucci de Magistris, FTeachavorasinskun, SSorensen, K.K. and Baudet, B.A. and Tatsuoka, FDuttine, A. and Di Benedetto, H. and Pham Van Bang, DEnomoto, T. and Tatsuoka, F. and Shishime, M. and Kawabe, S. and Di Benedetto, HDeng, J-L. and Tatsuoka, FKuwano, J. and Tay, W.BLovali, L. and Tatsuoka, F. and Tomiia, YMichalowski, R. and Zhu, MAnsary, M.A. and Noor, M.A. and Islam, MLohani, T.N. and Tatsuoka, F. and Tateyama, M. and Shibuya, SAmpadu, SUchimura, T. and Kuramochi, Y. and Bach, T.TKongsukprasert, L. and Sano, Y. and Tatsuoka, FWang, J.P. and Ling, H.I. and Mohri, YTsukamoto, Y. and Ishihara, K. and Umeda, K. and Enomoto, T. and Sato, J. and Hirakawa, D. and Tatsuoka, FModoni, G. and Anh Dan, L.Q.A. and Koseki, J. and Maqbool, SFerreira, C. and Viana da Fonseca, A. and Santos, J.AArroyo, M. and Ferreira, C. and Sukolrat, JKoseki, J. and Karimi, J. and Tsutsumi, Y. and Maqbool, S. and Sato, TKiyota, T. and De Silva, L.I.N. and Sato, T. and Koseki, JZambelli, C. and di Prisqo, C. and d'Onofrio, A. and Visone, C. and Santucci de Magistris, FCavallaro, A. and Grasso, S. and Maugeri, MMaqbool, S. and Koseki, J. and Sato, TChiara, N. and Stokoe II, K.HEl-Mamlouk, H.H. and Hussein, A.K. and Hassan, A.MHong Nam, N. and Koseki, JSawada, SKong, X. and Xu, B. and Zou, DArangelovski, G. and Towhata, IYasuda, S. and Inagaki, M. and Nagao, K. and Yamada, S. and Ishikawa, KZou, D. and Kong, X. and Xu, BKobayashi, YGutierrez, M.SBelokas, G. and Amorosi, A. and Kawadas, MSiddiquee, M.S.AEzaoui, A. and Di Benedetto, H. and Pham Van Bang, DCola, S. and Tonni, LAbate, G. and Caruso, C. and Massimino, M.R. and Maugeri, MTanaka, TReyes, D.K. and Grandas, C. and Lizcano, AIslam, M.K. and Ibrahim, MIse, TIbraim, E. and Fourmont, SKim, Y-S. and Won, M-SRoh, H.S. and Lee, H.JMatsushima, K. and Mohri, Y. and Aqil, U. and Yamazaki, S. and Tatsuoka, FKougkitkul, W. and Tatsuoka, FHirakawa, D. and Nojiri, M. and Aizawa, H. and Tatsuoka, F. and Sumiyoshi, T. and Uchimura, TUemoto, K. and Yoshida, T. and Lee, JZhusupbekov, A.Zh and Zhusupbekov, A.A. and Zhakulin, A.S. and Tanaka, T. and Okajima, KBrant, L. and Ling, H.IDhar, A.S. and Kabir, M.AAhmet, P. and Adalier, KHorii, N. and Toyosawa, Y. and Tamate, S. and Itoh, KPradel, D.EPuzrin, A.M. and Sterba, IWu, M-H. and Ling, H.I. and Pamuk, A. and Leshchinsky, D

Preface	p. xi
Foreword	p. xv
Introduction: Fumio Tatsuoka	p. xix
Photos	p. xxi
Special Keynote Paper
Inelastic Deformation Characteristics of Geomaterial	p. 1
Keynote Papers
Characterization of Soil Deposits for Seismic Response Analysis	p. 109
Small Strain Behaviour and Viscous Effects on Sands and Sand-Clay Mixtures	p. 159
Advanced Laboratory Stress-Strain and Strength-Testing of Geomaterials in Geotechnicai Engineering Practice	p. 191
Behavior of Granular Materials
Assessment of Strength and Deformation of Coarse Grained Soils by Means of Penetration Tests and Laboratory Tests on Undisturbed Samples	p. 201
Strength Properties of Sand by Tilting Test, Box Shear Test and Plane Strain Compression Test	p. 215
Micro X-ray CT at SPring-8 for Granular Mechanics	p. 225
Visualization of Particle-Fluid System by Laser-Aided Tomography	p. 235
Strength and Stiffness of Coarse Granular Soils	p. 243
Deviatoric Stress Response Envelopes from Muitiaxial Tests on Sand	p. 253
Stress-Strain Behaviour of a Micacious Sand in Plane Strain Condition	p. 263
Behavior of Clays
Undrained Shear Behavior of High Plastic Normally Ko-consolidated Marine Clays	p. 273
The Effects of Controlled Destructuring on the Small Strain Shear Stiffness Go of Bothkennar Clay	p. 287
Small Strain Stiffness of A Soft Clay along Stress Paths Typical of Excavations	p. 299
Mechanical Behavior of Florence Clay at the High-Speed Train Station	p. 311
Stiffness of Natural and Reconstituted Augusta Clay at Small to Medium Strains	p. 323
The Influence of Meso-Structure on the Mechanical Behavior of a Marly Clay from Low to High Strains	p. 333
Inherent vs. Stress Induced Anisotropy of Elastic Shear Modulus of Bangkok Clay	p. 351
Soil Viscous Properties
Coupling of Ageing and Viscous Effects in An Artifically Structured Clay	p. 357
Viscous Properties of Sands and Mixtures of Sand/Clay from Hollow Cylinder Tests	p. 367
Visocus Property of Granular Material in Drained Triaxial Compression	p. 383
Viscous Property of Kaolin Clay With and Without Ageing Effects by Cement-Mixing in Drained Triaxial Compression	p. 399
Modified Soils and Soil Mixtures
Effects of Curing Time and Stress on the Strength and Deformation Characteristics of Cement-Mixed Sand	p. 413
Effects of Some Factors on The Strength and Stiffness of Crushed Concrete Aggregate	p. 419
Freezing and Ice Growth in Frost-Susceptible Soils	p. 429
Effect of Fly Ash Stabilization on Geotechnical Properties of Chittagong Coastal Soil	p. 443
Strengthening of Weakly-Cemented Gravelly Soil with Curing Period	p. 455
The Loss of Strength of An Unsaturated Local Soil on Soaking	p. 463
Material Properties of Itermediate Materials Between Concrete and Gravelly Soil	p. 473
Compaction-Induced Anisotropy in the Strength and Deformation Characteristics of Cement-Mixed Gravelly Soils	p. 479
Stress-Strain Behavior of a Compacted Sand-Clay Mixture	p. 491
Small Strain Properties and Cyclic Resistance of Clean Sand Improved by Silicate-Based Permeation Grouting	p. 503
Cyclic/Dynamic Soil Behavior
Effects of Cyclic Loading of Gravel	p. 513
Comparison of Simultaneous Bender Elements and Resonant Column Tests on Porto Residual Soil	p. 523
Dynamic Measurements and Porosity in Saturated Triaxial Specimens	p. 537
Cyclic Plane Strain Compression Tests on Dense Granular Materials	p. 547
Small Strain Deformation Characteristics of Granular Materials in Torsional Shear and Triaxial Tests with Local Deformation Measurements	p. 557
Dependency of the Mechanical Behavior of Granular Soils on Loading Frequency: Experimental Results and Constitutive Modelling	p. 567
Dynamic Clay Soil Behaviour by Different In Situ and Laboratory Tests	p. 583
Dynamically and Statically Measured Small Strain Stiffness of Dense Toyoura Sand	p. 595
Sample Disturbance in Resonant Column Test Measurement of Small-Strain Shear Wave Velocity	p. 605
Cyclic Behavior of Nonplastic Silty Sand under Direct Simple Shear Loading	p. 615
Modelling of Stress-Strain Relationship of Toyoura Sand in Large Cyclic Torsional Loading	p. 625
Soil Liquefaction
Effect of Loading Condition on Liquefaction Strength of Saturated Sand	p. 637
Experimental Study on the Behaviors of Sand-Gravel Composites Liquefaction	p. 645
Accumulated Deformation of Sand in One-Way Cyclic Loading Under Undrained Conditions	p. 653
Analysis for The Deformation of The Damaged Embankments During The 2004 Niigata-Chuetsu Earthquake By Using Stress-Strain Curves of Liquefied Sands or Softened Clays	p. 663
Numerical Simulation of Seismic Behavior of Pipeline in Liquefiable Soil	p. 673
Deformation Analysis of Liquefied Ground by Particle Method	p. 683
Constitutive Models and Numerical Analysis
Effects of Constitutive Parameters on Shear Band Formation in Granular Soils	p. 691
The Behaviour of a Normally Loaded Clayey Soil and Its Simulation	p. 707
A Fast Implicit Integration Scheme to Solve Highly Nonlinear System	p. 719
Anisotropic Behaviour of Sand in the Small Strain Domain. Experimental Measurements and Modelling	p. 727
Adapting a Generalized Plasticity Model to Reproduce the Stress-Strain Response of Silty Soils Forming the Venice Lagoon Basin	p. 743
Validation of a New Soil Constitutive Model for Cyclic Loading by FEM Analysis	p. 759
Viscoplasticity of Geomaterials and Finite Element Analysis	p. 769
Numerical Modeling of the Wave Propagation in Bogota Soft Soils	p. 779
A Constitutive Model for Soft Rocks	p. 791
Soil Reinforcement and Earth Retaining Structures
Embedded Temporary Prop for Ballast Bed Renewal in Railways	p. 801
Behaviour of Sand Reinforced with Fibres	p. 807
Deformation Behaviors of Geosynthetic Reinforced Soil Walls on Shallow Weak Ground	p. 819
Effects of Cushions on the Induced Earth Pressure by Roller Compaction	p. 831
Mechanical Behavior of Reinforced Specimen Using Constant Pressure Large Direct Shear Test	p. 837
Inelastic Deformation of Sand Reinforced with Different Reinforcing Materials	p. 849
Residual Earth Pressure on A Retaining Wall with Sand Backfill Subjected to Forced Cyclic Lateral Displacements	p. 865
Piles and Buried Structures
Experimental Estimation of Adfreeze Shear Reinforcement at Joint between Frozen Soil and Underground Structures	p. 875
Stressed and Deformed Condition of The Grounds Around Driven Piles	p. 885
Centrifuge Modeling of Piles Subjected to Lateral Loads	p. 895
A Simplified Soil-Structure Interaction Based Method for Calculating Deflection of Buried Pipe	p. 909
Alternative Remedial Techniques for Sheet-Piled Embankments	p. 921
Slopes and Other Geotechnical Issues
Research Activities of Geotechnical Research Group of NIIS km the Past to Present	p. 931
Engineering Implication of Ground Motions on Welded Steel Moment Resisting Frame Buildings	p. 939
Inverse Stability Analysis of the St. Moritz Landslide	p. 949
Two-Dimensional Slope Failure in Centrifugal Field	p. 957
Geotechnical and Structural Failures Due to Mindulle Typhoon Induced Rainfall in TaiwanWang, J-J.
Author Index	p. 979