Quasi-Preconsolidation Effects Developed in Normally Consolidated Clays (closure)

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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
• 1993-12-15

著者

• 村上 幸利

  Department Of Civil Engineering Yamanashi University

関連論文

• 粘土の透水係数の評価法に関する考察
• Quasi-Preconsolidation Effects Developed in Normally Consolidated Clays (closure)
• QUASI-PRECONSOLIDATION EFFECTS DEVELOPED IN NORMALLY CONSOLIDATED CLAYS
• SECONDARY COMPRESSION IN THE STAGE OF PRIMARY CONSOLIDATION
• SECONDARY COMPRESSION IN THE STAGE OF PRIMARY CONSOLIDATION
• EXCESS PORE WATER PRESSURE DUE TO UNDRAINED STRIP LOADING ON A CROSS-ANISOTROPIC ELASTIC SOIL DEPOSIT
• EXCESS PORE WATER PRESSURE DUE TO UNDRAINED STRIP LOADING ON A CROSS-ANISOTROPIC ELASTIC SOIL DEPOSIT
• A Method for Estimating the Consolidation of a Normally Consolidated clay of Some Age〔に対する討論〕
• 〔回答〕 (Excess Pore-Water pressure and Preconsolidation Effect Developed in Normally Consolidated Clays of Some Age(土質工学会論文報告集Vol.19,No.4,Dec.1979)〔に対する討論〕)
• A METHOD FOR ESTIMATING THE CONSOLIDATION OF A NORMALLY CONSOLIDATED CLAY OF SOME AGE
• EXCESS PORE-WATER PRESSURE AND PRECONSOLIDATION EFFECT DEVELOPED IN NORMALLY CONSOLIDATED CLAYS OF SOME AGE
• SOME ANALYTICAL RESULTS OF A PLANE STRAIN CONSOLIDATION PROBLEM OF A CLAY LAYER WITH FINITE THICKNESS
• EFFECT OF LOADING DURATION ON RESULTS OF ONE-DIMENSIONAL CONSOLIDATION TESTS
• PLANE STRAIN CONSOLIDATION OF A CLAY LAYER WITH FINITE THICKNESS
• 有限粘土層の多次元圧密について

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