The final manuscripts are now with the Publisher. 
(This page was prepared for Netscape browser)

Special Lecture
Prof. Fumio Tatsuoka: Inelastic Deformation Characteristics of Geomaterial and Their Interactions

Behavior of Granular Materials
+Pallara, O., Froio, F., Rinolfi, A., and Lo Presti, D. (Politecnico di Torino, Italy)
Assessment of Strength and Deformation of Coarse Grained Soils by Means of Penetration Tests and Laboratory Tests on Undisturbed Samples

+Umetsu, K. (Nihon University, Japan)
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. (University of Tsukuba, Japan)
Micro X-ray CT at SPring-8 for Granular Mechanics

+Saomoto, H., Matsushima, T., and Yamada, Y. (University of Tsukuba, Japan)
Visualization of Particle-Fluid System by Laser-Aided Tomography

Verdugo, R. and de la Hoz, K. (University of Chile, Chile)
Strength and Stiffness of Coarse Granular Soils

Muir Wood, D., Sadek, T., Dihoru, L., and Lings, M.L. (UK)
Deviatoric Stress Response Envelopes from Multiaxial Tests on Sand

*Yasin, S.J.M. and Tatsuoka, F. (Bangladesh University of Engineering and Technology, Bangladesh)
Stress-Strain Behaviour of a Micacious Sand in Plane Strain Condition

Behavior of Clays 
+Nishie, S., Wang, L., and Seko, I. (Chuo Kaihatsu Co, Ltd., Japan)
Undrained Shear Behavior of High Plastic Normally Ko-consolidated Marine Clays

+Nash, D.F.T., Lings, M.L., Benahmed, N., and Sukalrot, J., and Muir Wood, D. (University of Bristol, UK)
The Effects of Controlled Destructuring on the Small Strain Shear Stiffness Go of Bothkennar Clay

Fortuna, S., Callisto, L., and Rampello, S. (University of Rome "La Sapienza")
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. (University of Naples Federico II, Italy)
Mechanical Behavior of Florence Clay at the High-Speed Train Station

*Lanzo, G. and Pagliaroli, A. (University of Rome "La Sapienza", Italy)
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. (University of Naples Federico II, Italy)
The Influence of Meso-Structure on the Mechanical Behavior of a Marly Clay from Low to High Strains

#Teachavorasinskun, S. (Chulalongkorn University, Thailand)
Inherent vs. Stress Induced Anisotropy of Elastic Shear Modulus of Bangkok Clay

+Duttine, A., Di Benedetto, H., and Pham Van Bang, D. (Tokyo University of Science, Japan, formerly ENTPE, France)
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. (Tokyo University of Science, Japan)
Visocus Property of Granular Material in Drained Triaxial Compression

Deng, J-L. and Tatsuoka, F. (Xiangtan University, China, and University of Tokyo)
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. (Saitama University, Japan)
Effects of Curing Time and Stress on the Strength and Deformation Characteristics of Cement-Mixed Sand

+Lovati, L., Tatsuoka, F., and Tomita, Y. (Politecnico di Torino, Italy)
Effects of Some Factors on The Strength and Stiffness of Crushed Concrete Aggregate

+Michalowski, R. and Zhu, M. (University of Michigan, USA)
Freezing and Ice Growth in Frost-Susceptible Soils

Ansary, M.A., Noor, M.A., and Islam, M. (Bangladesh University of Engineering and Technology, Bangladesh)
Effect of Fly Ash Stabilization on Geotechnical Properties of Chittagong Coastal Soil

+Lohani, T.N., Tatsuoka, F., Tateyama, M., and Shibuya, S. (Kobe University, Japan)
Strengthening of Weakly-Cemented Gravelly Soils with Curing Period

+Ampadu, S. (Kwame Nkrumah University of Science and Technology, Ghana)
The Loss of Strength of An Unsaturated Local Soil on Soaking

Uchimura, T., Kuramochi, Y., and Bach, T.T. (University of Tokyo, Japan)
Material Properties of Itermediate Materials Between Concrete and Gravelly Soil

Kongsukprasert, L., Sano, Y., and Tatsuoka, F. (Tokyo University of Science, Japan)
Compaction-Induced Anisotropy in the Strength and Deformation Characteristics of Cement-Mixed Gravelly Soils

Wang, J.P., Ling, H.I., and Mohri, Y. (Columbia University, USA)
Stress-Strain Behavior of a Compacted Sand-Clay Mixture

#Tsukamoto, Y., Ishihara, K., Umeda, K., Enomoto, T., Sato, J., Hirakawa, D., and Tatsuoka, F. (Tokyo University of Science, Japan)
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., Koseki, J., and Maqbool, S. (University of Cassino, Italy)
Effects of Cyclic Loading of Gravel

+Ferreira, C., Viana da Fonseca, A., and Santos, J.A. (University of Porto, Portugal)
Comparison of Simultaneous Bender Elements and Resonant-Column Tests on Porto Residual Soil

+Arroyo, M., Ferreira, C., and Sukolrat, J. (Universitat Politenica de Catalunya, Spain)
Dynamic Measurements and Porosity in Saturated Triaxial Specimens

Koseki, J., Karimi, J., Tsutsumi, Y., Maqbool, S. and Sato, T. (University of Tokyo, Japan)
Cyclic Plane Strain Compression Tests on Dense Granular Materials

+Kiyota, T., De Silva, L. I. N., Sato, T., and Koseki, J. (University of Tokyo, Japan)
Small Strain Deformation Characteristics of Granular Materials in Torsional Shear and Triaxial Tests with Local Deformation Measurements

Zambelli, C., di Prisco, C., d'Onofrio, A., Visone, C., and Santucci de Magistris, F. (Politecnico di Milano, Italy)
Dependency of the Mechanical Behavior of Granular Soils on Loading Frequency: Experimental Results and Constitutive Modelling

+Cavallaro, A., Grasso, S., and Maugeri, M.  (CNR-IBAM, Italy)
Dynamic Clay Soils Behaviour by Different Laboratory and In Situ Tests

#Maqbool, S., Koseki, J., and Sato, T. (University of Engineering and Technology-Lahore, Pakistan)
Dynamically and Statically Measured Small Strain Stiffness of Dense Toyoura Sand

#Chiara, N. and Stokoe II, K.H. (Columbia University, USA)
Sample Disturbance in Resonat Column Test Measurement of Small-Strain Shear Wave Velocity

#El-Mamlouk, H.H., Hussein, A.K., and Hassan, A.M. (Cairo University, Egypt)
Cyclic Behavior of Nonplastic Silty Sand under Direct Simple Shear Loading

#Hong Nam, N. and Koseki, J. (Vietnam Institute for Water Resource Research, Vietnam)
Modelling of Stress-Strain Relationship of Toyoura Sand in Large Cyclic Torsional Loading

Soil Liquefaction
+Sawada, S. (Oyo Corporation, Japan)
Effect of Loading Condition on Liquefaction Strength of Saturated Sand

#Kong, X., Xu, B., and Zou, D. (Dalian University of Technology, China)
Experimental Study on the Behaviors of Sand-Gravel Composites Liquefaction

+Arangelovski, G. and Towhata, I. (National Institute for Rural Engineering, Japan)
Accumulated Deformation of Sand in One-Way Cyclic Loading Under Undrained Conditions

+Yasuda, S., Inagaki, M., Nagao, K., Yamada, S., and Ishikawa, K. (Tokyo Denki University, Japan)
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. (Dalian University of Technology, China)
Numerical Simulation of Seismic Behavior of Pipeline in Liquefiable Soil

+Kobayashi, Y. (Nihon University, Japan)
Deformation Analysis of Liquefied Ground by Particle Method

Soil Constitutive Models and Numerical Analysis
+Gutierrez, M.S. (Virginia Tech, USA)
Effects of Constitutive Parameters on Shear Band Formation in Granular Soils

+Belokas, G., Amorosi, A., and Kavvadas, M. (National Technical University of Athens, Greece)
The Behaviour of a Normally Loaded Clayey Soil and Its Simulation

Siddiquee, M.S.A. (Bangladesh University of Engineering and Technology, Bangladesh)
A Fast Implicit Integration Scheme to Solve Highly Nonlinear System

Ezaoui, A., Di Benedetto, H. and Pham Van Bang, D. (Ecole Nationale des Trauvax Publics de l'Etat, France)
Anisotropic Behaviour of Sand in the Small Strain Domain. Experimental Measurements and Modelling

+Cola, S. and Tonni, L. (University of Padova, Italy)
Adapting a Generalized Plasticity Model to Reproduce the Stress-Strain Response of Silty Soils Forming the Venice Lagoon Basin

+Abate, G., Caruso, C., Massimino, M.R., and Maugeri, M. (University of Catania, Italy)
Validation of a New Soil Constitutive Model for Cyclic Loading by FEM Analysis

+Tanaka, T. (University of Tokyo, Japan)
Viscoplasticity of Geomaterials and Finite Element Analysis

Reyes, D.K., Grandas, C., and Lizcano, A. (Universidad de los Andes, Colombia)
Numerical Modeling of the Wave Propagation in Bogota Soft Soils

*Islam, M.K. and Ibrahim, M. (Bangladesh University of Engineering and Technology, Bangladesh)
A Constitutive Model for Soft Rocks

Soil Reinforcement and Earth Retaining Structures 
+Ise, T. (Kuraray Co. Ltd, Japan)
Embedded Temporary Prop for Ballast Bed Renewal in Railways

+Ibraim, E. and Fourmont, S. (University of Bristol, UK)
Behaviour of Sand Reinforced with Fibres

+Kim, Y-S. and Won, M-S. (Chonbuk National University, Korea)
Deformation Behaviors of Geosynthetic Reinforced Soil Walls on Shallow Weak Ground

Roh, H.S. and Lee, H.J. (Korea Highway Corporation, Korea)
Effects of Cushions on the Induced Earth Pressure by Roller Compaction

+Matsushima, K., Mohri, Y., Aqil, U., Yamazaki, S., and Tatsuoka, F. (National Institute for Rural Engineering, Japan)
Mechanical Behavior of Reinforced Specimen Using Constant Pressure Large Direct Shear Test

+Kongkitkul, W. and Tatsuoka, F. (Tokyo University of Science, Japan)
Inelastic Deformation of Sand Reinforced with Different Reinforcing Materials

Hirakawa, D., Nojiri, M., Aizawa, H., Tatsuoka, F., Sumiyoshi, T., and Uchimura, T. (Tokyo University of Science, Japan)
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. (Kajima Corporation, Japan)
Experimental Estimation of Adfreeze Shear Reinforcement at Joint between Frozen Soil and Underground Structures

+Zhusupbekov, A.Zh., Zhusupbekov, A.A., Zhakulin, A.S., Tanaka, T., Okajima, K., Belovitch, A.J., and Sultanov, G.A. (L.N.Gumilev Eurasian National University, Kazakhstan)
Stressed and Deformed Condition of The Grounds Around Driven Piles

+Brant, L. and Ling, H.I. (Columbia University, USA)
Centrifuge Modeling of Piles Subjected to Lateral Loads

*Dhar, A.S. and Kabir, M.A. (Bangladesh University of Engineering and Technology, Bangladesh)
A Simplified Soil-Structure Interaction Based Method for Calculating Deflection of Buried Pipe

#Ahmet, P. and Adalier, K. (Columbia University, USA)
Alternative Remedial Techniques for Sheet-Piled Earth Embankments

Slopes and Other Geotechnical Issues 
+ Horii, N., Toyosawa, Y., Tamate, S., and Itoh, K. (National Institute of Industrial Safety, Japan)
Research Activities of Geotechnical Research Group of NIIS from the Past to Present

+Pradel, D.E. (University of California at Los Angeles, USA)
Engineering Implications of Ground Motions on Welded Steel Moment Resisting Frame Buildings

+ Puzrin, A.M. and  Sterba, I. (Swiss Federal Institute of Technology, Switzerland)
Inverse Stability Analysis of the St. Moritz Landslide

Wu, M-H., Ling, H.I., Pamuk, A., and Leshchinsky, D. (Columbia University, USA)
Two-Dimensional Slope Failure in Centrifugal Field

Wang, J-J. and Ling, H.I. (Columbia University, USA)
Geotechnical and Structural Failures Due to Mindulle Typhoon Induced Rainfall in Taiwan