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表紙
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目次
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[OTHERS]
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LATERALLY LOADED PILES IN LAYERED SOIL
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1-10
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DYNAMIC EARTH PRESSURES WITH DIFFERENT WALL MOVEMENT MODES
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11-22
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CONTRIBUTION OF MICRO STRUCTURE TO REPEATED LOADING EFFECT ON COMPACTED ALLOPHANEOUS VOLCANIC ASH SOIL
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23-33
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COMPUTATIONAL MODEL FOR SATURATED SAND SUBJECTED TO CYCLIC LOADING
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34-44
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UNDRAINED SHEAR BEHAVIOR OF CLAYS UNDERGOING LONG-TERM ANISOTROPIC CONSOLIDATION
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45-61
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WAVE-INDUCED INSTABILITY IN SANDY SUBMARINE SEDIMENTS
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62-72
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A CONSTITUTIVE MODEL FOR SANDS AND CLAYS EVALUATING PRINCIPAL STRESS ROTATION
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73-88
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DESIGN OF DRAINS AND SURCHARGE IN RECLAMATIONS
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89-98
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STABILITY ANALYSIS OF CONICAL HEAPS
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99-110
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A SIMPLIFIED CORRECTION FOR MEMBRANE COMPLIANCE IN LIQUEFACTION TESTS
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111-122
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A BOUNDING SURFACE FOR GRANULAR MATERIALS
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123-136
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PREDICTION OF LATERAL DISPLACEMENT OF ANCHORED BULKHEADS INDUCED BY SEISMIC LIQUEFACTION
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137-147
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INFLUENCE OF WATER CONTENT ON COMPRESSIVE STRENGTH OF FROZEN SANDS
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148-152
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DISPLACEMENTS FROM LOADS OVER RECTANGULAR AREAS
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153-156
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STRESS WAVE MONITORING FOR A FRICTION PILE DURING DRIVING : A NEW ANALYSIS PROCEDURE
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157-160
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STRESS WAVE MONITORING FOR A FRICTION PILE DURING DRIVING : A NEW ANALYSIS PROCEDURE
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160-164
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ON DEFORMATION OF GRANULAR MATERIAL IN SIMPLE SHEAR
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164-166
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Stress Distributions around Buried Flexible Conduits under Earth Loads
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167-175
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Quantitative Description of Small and Intermediate Scaled Rock Joints
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176-188
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Liquefaction Characteristic of a Model Pile Foundation during Vertical and Horizontal Ground Motion
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189-199
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Effects of Loading Speed and Dilatancy of Saturated Clays
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200-203
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Rigid-plastic Analysis on Bearing Capacity of Circular Footings on Sands
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204-207
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対数ひずみで定義した圧縮指数と物理的性質との相関関係について
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208
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総目次
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I-IV
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索引
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V-VII
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