Preface; Foreword; Introduction: Fumio Tatsuoka; Photos; Special Keynote Paper by Tatsuoka, F. : Inelastic Deformation Characteristics of Geomaterial;Keynote Papers by Lo Presti, D., Pallara, 0., and Mensi, E. : Characterization of Soil Deposits for Seismic Response Analysis; Di Benedetto, H. : Small Strain Behaviour and Viscous Effects on Sands and Sand-Clay Mixtures; Shibuya, S. and Kawaguchi, T. : Advanced Laboratory Stress-Strain and Strength Testing of Geomaterials in Geotechnical Engineering Practice; Behavior of Granular Materials: Pallara, 0., Froio, F., Rinolfi, A., and Lo Presti, D. : Assessment of Strength and Deformation of Coarse Grained Soils by Means of Penetration Tests and Laboratory Tests on Undisturbed Samples; Umetsu, K. : Strength Properties of Sand by Tilting Test, Box Shear Test and Plane Strain Compression Test; Matsushima, T., Katagiri, J., Uesugi, K., Nakano, T., and Tsuchiyama, A. : Micro X-ray CT at SPring-8 for Granular Mechanics; Saomoto, H., Matsushima, T., and Yamada, Y. : Visualization ofParticle-Fluid System by Laser-Aided Tomography; Verdugo, R. and de la Hoz, K. : Strength and Stiffness of Coarse Granular Soils; Muir Wood, D., Sadek, T., Dihoru, L., and Lings, M.L. : Deviatoric Stress Response Envelopes from Multiaxial Tests on Sand; Yasin, S.J.M. and Tatsuoka, F. : Stress-Strain Behaviour of a Micacious Sand in Plane Strain Condition; Behavior of Clays: Nishie, S., Wang, L., and Seko, I. :Undrained Shear Behavior of High Plastic Normally Ko-corisolidated Marine Clays; Nash, D.F.T., Lings, Mi., Benahmed, N., Sukolrat, J, and Muir Wood, D.: The Effects of Controlled Destructuring on the Small Strain Shear Stiffness Go of Bothkennar Clay; Fortuna, S., Callisto, L, and Rampello, S. : Small Strain Stiffness of A Soft Clay along Stress Paths Typical of Excavations; Parlato, A., d???Onofrio, A., Penna, A., and Santucci de Magistris, F. : Mechanical Behavior of Florence Clay at the High-Speed Train Station; Lanzo, G. and Pagliaroli, A. : Stiffness of Natural and Reconstituted Augusta Clay at Small to Medium Strains; Silvestri, F., Vitone, C., d???Onofrio, A., Cotecchia, F., Puglia, R., and Santucci de Magistris, F. : The Influence of Meso-Structure on the Mechanical Behavior of a Marly Clay from Low to High Strains; Teachavorasinskun, S. : Inherent vs. Stress Induced Anisotropy of Elastic Shear Modulus of Bangkok Clay; Soil Viscous Properties: Sorensen, K.K., Baudet, B.A., and Tatsuoka, F. : Coupling ofAgeing and Viscous Effects in An Artifically Structured Clay; Duttine, A., Di Benedetto, H., and Pham Van Bang, D. Viscous Properties of Sands and Mixtures of Sand/Clay from Hollow Cylinder Tests; Enomoto, T., Tatsuoka, F., Shishime, M., Kawabe, S., and Di Benedetto, H. : Visocus Property of Granular Material in Drained Triaxial Compression; Deng, J-L. and Tatsuoka, F. : Viscous Property of Kaolin Clay With and Without Ageing Effects by Cement-Mixing in Drained Triaxial Compression; Modified Soils and Soil Mixtures: Kuwano, J. and Tay, W.B.: Effects of Curing Time and Stress on the Strength and Deformation Characteristics ofCement-Mixed Sand; Lovati, L, Tatsuoka, F., and Tomita, Y. : Effects of Some Factors on The Strength and Stiffness of Crushed Concrete Aggregate; Michalowski, R. and Thu, M. : Freezing and Ice Growth in Frost-Susceptible Soils; Ansary, M.A., Noor, M.A., and Islam, M. : Effect ofFly Ash Stabilization on Geotechnical Properties of Chittagong Coastal Soil; Lohani, T.N., Tatsuoka, F., Tateyama, M. and Shibuya, S. : Strengthening of Weakly-Cemented Gravelly Soil with Curing Period; Ampadu, S. : The Loss of Strength of An Unsaturated Local Soil on Soaking; Uchimura, T., Kuramochi, Y., and Bach, T.T. : Material Properties of intermediate Materials Between Concrete and Gravelly Soil; Kongsukprasert, L., Sano, Y., and Tatsuoka, F.: Compaction-Induced Anisotropy in the Strength and Deformation Characteristics of Cement-Mixed Gravelly Soils; Wang, J.P., Ling, H.I., and Mohri, Y. : Stress-Strain Behavior of a Compacted Sand-Clay Mixture; Tsukamoto, Y., Ishihara, K., Umeda, K., Enomoto, T., Sato, J., Hirakawa, D., and Tatsuoka, F. : Small Strain Properties and Cyclic Resistance of Clean Sand Improved by Silicate-Based Permeation Grouting; Cyclic/Dynamic Soil Behavior : Modoni, G., Anh Dan, L.Q.A., Koseki, J., and Maqbool, S.: Effects of Cyclic Loading of Gravel; Ferreira, C., Viana da Fonseca, A., and Santos, J.A. :Comparison of Simultaneous Bender Elements and Resonant Column Tests on Porto Residual Soil; Arroyo, M., Ferreira, C., and Sukofrat, J. : Dynamic Measurements and Porosity in Saturated Triaxial Specimens; Koseki, J., Karimi, J., Tsutsumi, Y., Maqbool, S. and Sato, T. : Cyclic Plane Strain Compression Tests on Dense Granular Materials; Kiyota, T., De Silva, L. I. N., Sato, T., and Koseki, J.: Small Strain Deformation Characteristics of Granular Materials in Torsional Shear and Triaxial Tests with Local Deformation Measurements; Zambelli, C., di Prisco, C., d???Onoffio, A., Visone, C., and Santucci de Magistris, F. : Dependency of the Mechanical Behavior of Granular Soils on Loading Frequency: Experimental Results and Constitutive Modelling; Cavallaro, A., Grasso, S., and Maugeri, M. : Dynamic Clay Soil Behaviour by Different In Situ and Laboratory Tests ; Maqbool, S., Koseki, J., and Sato, T. : Dynamically and Statically Measured Small Strain Stiffness of Dense Toyoura Sand; Chiara, N. and Stokoc II, K.H. : Sample Disturbance in Resonant Column Test Measurement of Small-Strain Shear Wave Velocity; El-Mamlouk, H.H., Hussein, A.K., and Hassan, A.M.: Cyclic Behavior of Nonplastic Silty Sand under Direct Simple Shear Loading; Hong Nam, N. and Koseki, J. :Modelling of Stress-Strain Relationship of Toyoura Sand in Large Cyclic Torsional Loading; Soil Liquefaction ; Sawada, S.: Effect of Loading Condition on Liquefaction Strength of Saturated Sand; Kong, X., Xu, B., and Zou, D.: Experimental Study on the Behaviors of Sand-Gravel Composites Liquefaction; Arangelovski, G. and Towhata, I. :Accumulated Deformation of Sand in One-Way Cyclic Loading Under Undrained Conditions; Yasuda, S., Inagaki, M., Nagao, K., Yamada, S., and Ishikawa, K.: 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; Zou, D., Kong, X., and Xu, B.: Numerical Simulation of Seismic Behavior of Pipeline in Liquefiable Soil; Kobayashi, Y. : Deformation Analysis of Liquefied Ground by Particle Method; Constitutive Models and Numerical Analysis; Gutierrez, M.S. : Effects of Constitutive Parameters on Shear Band Formation in Granular Soils; Belokas, G., Amorosi, A., and Kavvadas, M. :The Behaviour of a Normally Loaded Clayey Soil and Its Simulation; Siddiquee, M.S.A. : A Fast Implicit Integration Scheme to Solve Highly Nonlinear System; Ezaoui, A., Di Benedetto, H. and Pham Van Bang, D. : Anisotropic Behaviour of Sand in the Small Strain Domain. Experimental Measurements and Modelling; Cola, S. and Tonni, L. : Adapting a Generalized Plasticity Model to Reproduce the Stress-Strain Response of Silty Soils Fonning the Venice Lagoon Basin; Abate, G., Caruso, C., Massimino, M.R., and Maugeri, M. :Validation of a New Soil Constitutive Model for Cyclic Loading by FEM Analysis; Tanaka, T. : Viscoplasticity of Geomaterials and Finite Element Analysis; Reyes, D.K., Grandas, C., and Lizcano, A. : Numerical Modeling ofthe Wave Propagation in Bogota Soft Soils; Islam, M.K. and Ibrahim, M. : A Constitutive Model for Soft Rocks; Soil Reinforcement and Earth Retaining Structures; Ise, T. : Embedded Temporary Prop for Ballast Bed Renewal in Railways; Ibraim, E. and Fourmont, S. : Behaviour of Sand Reinforced with Fibres; Kim, Y-S. and Won, M-S. : Deformation Behaviors ofGeosynthetic Reinforced Soil Walls on Shallow Weak Ground; Roh, H.S. and Lee, H.J.: Effects of Cushions on the Induced Earth Pressure by Roller Compaction; Matsushima, K., Mohri, Y., Aqil, U., Yamazaki, S., and Tatsuoka, F.: Mechanical Behavior of Reinforced Specimen Using Constant Pressure Large Direct Shear Test; Kongkitkul, W. and Tatsuoka, F. : Inelastic Deformation of Sand Reinforced with Different Reinforcing Materials; Hirakawa, D., Nojiri, M., Aizawa, H., Tatsuoka, F., Suniiyoshi, T., and Uchimura, T. : Residual Earth Pressure on A Retaining Wall with Sand Backfill Subjected to Forced Cyclic Lateral Displacements; Piles and Buried Structures; Uemoto, K., Yoshida, T., and Lee, J. : Experimental Estimation of Adfreeze Shear Reinforcement at Joint between Frozen Soil and Underground Structures; Zhusupbekov, A.Zh., Zhusupbekov, A.A., Thakulin, A.S., Tanaka, T., and Okajima, K. : Stressed and Deformed Condition of The Grounds Around Driven Piles; Brant, L. and Ling, H.I. : Centrifuge Modeling of Piles Subjected to Lateral Loads; Dhar, A.S. and Kabir, M.A. : A Simplified Soil-Structure Interaction Based Method for Calculating Deflection of Buried Pipe; Ahmet, P. and Adalier, K. : Alternative Remedial Techniques for Sheet-Piled Earth Embankments Slopes and Other Geotechnical Issues; Horii, N., Toyosawa, Y., Tamate, S., and Itoh, K. : Research Activities of Geotechnical Research Group of NIIS from the Past to Present; Pradel, D.E. : Engineering Implication ofGround Motions on Welded Steel Moment Resisting Frame Buildings; Puzrin, A.M. and Sterba, I. : Inverse Stability Analysis ofthe St. Moritz Landslide; Wu, M-H., Ling, H.I., Pamuk, A., and Leshchinsky, D. : Two-Dimensional Slope Failure in Centrifugal Field ; Wang, J-J. and Ling, H.I. : Geotechnical and Structural Failures Due to Mindulle Typhoon Induced Rainfall in Taiwan; Author Index.
