EFFECTIVE STRESS BEHAVIOR OF CLAYS IN UNCONFINED COMPRESSION TESTS

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概要

• 論文の詳細を見る
• 社団法人地盤工学会の論文
• 1995-03-15

著者

• 正垣 孝晴

  Associate Professor Department Of Civil Engineering National Defense Academy Hashirimizu Yokosuka 23

• 正垣 孝晴

  Department Of Civil Engineering National Defense Academy

関連論文

• A METHOD FOR CORRECTING CONSOLIDATION PARAMETERS FOR SAMPLE DISTURBANCE USING VOLUMETRIC STRAIN
• A METHOD FOR CORRECTING CONSOLIDATION PARAMETERS FOR SAMPLE DISTURBANCE USING VOLUMETRIC STRAIN
• EFFECTS OF SAMPLE DISTURBANCE ON STRENGTH AND CONSOLIDATION PARAMETERS OF SOFT CLAY
• EFFECTIVE STRESS BEHAVIOR OF CLAYS IN UNCONFINED COMPRESSION TESTS
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• 粘性土の強度・圧密パラメーターに及ぼす攪乱の影響(『土質工学会論文報告集』Vol.34,No.3(1994年9月発行)掲載論文の概要)
• EFFECTS OF SAMPLE DISTURBANCE ON STRENGTH AND CONSOLIDATION PARAMETERS OF SOFT CLAY
• 泥炭の1次元圧密下の沈下・間隙水圧挙動と圧密パラメ-タの推定
• EVALUATION OF UNDRAINED STRENGTH OF UNSATURATED SOILS BY PLATE UPLIFT TEST
• Pullout Resistance of Buried Anchor in Sand(多賀谷宏三他著本誌28巻3号1988年掲載)
• EFFECTS OF PLASTICITY AND SAMPLE DISTURBANCE ON STATISTICAL PROPERTIES OF UNDRAINED SHEAR STRENGTH

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