Articles

• EXAMINATION OF PUSAN CLAYS AT A REFERENCE TESTING SITE

  S. G. Chung, p H. Giao

  1-14

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• ANALYTICAL MODEL OF HEXAGONAL WIRE MESH REINFORCEMENT WITH WEATHERED BANGKOK CLAY BACKFILL

  D. T. Bergado, P. Voottipruex, A. Asanprakit, C. Teerawattanasuk

  15-30

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• ELECTRICAL CONDUCTIVITY AND DIELECTRIC CONSTANT OF BENTONITE MEASURED WITH TIME-DOMAIN REFLECTOMETRY

  Md. A. Mojid, Nobou Toride

  31-42

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• APPLICATION OF GLOBAL OPTIMIZATION TECHNIQUE FOR CALIBRATING THE XINANJIANG WATERSHED MODEL

  H. A. P. Hapuarachchi, Zhi-jia Li, M. Ranjit, Q. J. Wang

  43-57

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• TIME-DEPENDENT ELASTOPLASTIC CONSTITUTIVE EQUATION OF SOILS AND ITS APPLICATION TO FEM IMPLEMENTATION

  T. Okayasu, K. Hashiguchi

  58-73

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• EFFECT OF SOIL STIFFNESS AND GROUND DISPLACEMENT IN EARTHQUAKE RESPONSE OF BRIDGES WITH PILE FOUNDATION

  R. Mahmudur, K. Izuka, K. Imamura, K. Koga, T. Ohtsuka, G. Aramaki

  74-85

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