A METHOD FOR ESTIMATING THE CONSOLIDATION OF A NORMALLY CONSOLIDATED CLAY OF SOME AGE
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概要
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The Paper describes a method for estimating the one-dimensional consolidation of an aged clay. First, a mathematical model of consolidation is developed by taking account of the properties of aged clays such as preconsolidation and secondary compression effects, and the numerical solutions are presented for some particular cases. By comparison with published experimental results, it is demonstrated that the theory can explain extensively the consolidation characteristics of aged clays. Successively, the determination of the index properties of soil which appear in the theory is considered. The applicability of the theory to practical problems is inferred by comparing with results of model tests in laboratory. Consequently, it is found that the estimate of consolidation by means of the proposed method is fairly surpassing.
- 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