〔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〕)
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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
- 1980-12-15
著者
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