EXCESS PORE WATER PRESSURE DUE TO UNDRAINED STRIP LOADING ON A CROSS-ANISOTROPIC ELASTIC SOIL DEPOSIT
スポンサーリンク
概要
- 論文の詳細を見る
The characteristics of the excess pore water pressure developed in a saturated cross-anisotropic elastic soil deposit immediately after the application of a load are theoretically examined. It is indicated that the excess pore water pressure is quantitatively equivalent to the increase in total vertical stress only when the elastic constants of soil skeleton have the relation of μ_h+μ_vE_h/E_v=1,and to the increase in mean normal stress only when the soil skeleton satisfies the zero-dilation condition of μ_h+μ_vE_h/E_v=1 and μ_v=0.5. Moreover, it can be found from numerical results that the excess pore water pressure is exceedingly affected by the anisotropy of Young's modulus of soil skeleton.
- 社団法人地盤工学会の論文
- 1984-06-15
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