Effects of Changes in Geometry on the Linear Elastic Consolidation Deformation.

ASAOKA A; NODA T; FERNANDO G S K

Art

J-GLOBAL ID：200902166265535680 Reference number：97A0898185

Effects of Changes in Geometry on the Linear Elastic Consolidation Deformation.

線形弾性圧密変形に及ぼす幾何形状変化の影響

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Material：
Volume： 37 Issue： 1 Page： 29-39 Publication year： Mar. 1997
JST Material Number： S0820A ISSN： 1341-7452 Document type： Article
Article type：原著論文 Country of issue： Japan (JPN) Language： ENGLISH (EN)

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Soil compression,consolidation,shear strength,ground subsidence

Reference (15)：

AKAI, K. Numerical analysis of multidimensional consolidation accompanied with elasto-plastic constitutive equation. Proc. JSCE. 1978, 269, 95-104
ASAOKA, A. Prediction of the partially drained behavior of soft clays under embankment loading. Soils and Foundations. 1992, 32, 1, 41-58
ASAOKA, A. Observational procedure of settlement prediction. Soils and Foundations. 1978, 18, 4, 87-101
ASAOKA, A. Soil-water coupled behavior of saturated clay near/at critical state. Soils and Foundations. 1994, 34, 1, 91-105
ASAOKA, A. Imperfection sensitive bifurcation of Cam-Clay under plane strain compression with undrained boundaries. Soils and Foundations. 1995, 35, 1, 91-105

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