SOIL-WATER COUPLED ANALYSIS METHOD WITH CAM-CLAY MODEL BASED ON MULTIPLICATIVE DECOMPOSITION OF DEFORMATION GRADIENT

Author:

KUBOTA Tomoya1,YAMADA Shotaro1,KYOYA Takashi1

Affiliation:

1. 東北大学大学院 工学研究科土木工学専攻

Publisher

Japan Society of Civil Engineers

Subject

General Medicine

Reference41 articles.

1. 1) Biot, M. A. : General theory of three-dimensional consolidation, J. Appl. Phys., Vol. 12, pp. 155-164, 1941.

2. 2) Biot, M. A. : Mechanics of deformation and acoustic propagation in porous media, J. Appl. Phys., Vol. 33, pp. 1482-1498, 1962.

3. 3) Christian, J. T. and Boehmer, J. W. : Plane strain consolidation by finite elements, Proc. ASCE, Vol. 96, SM 4, pp. 1435-1457, 1970.

4. 4) 赤井浩一,田村武:弾塑性構成式による多次元圧密の数値解析,土木学会論文集,No. 269, pp. 95-104, 1978. [Akai, K. and Tamura, T.: Numerical analysis of multi-dimensional consolidation accompanied with elasto-plastic constitutive equation, Transaction of the Japan Society of Civil Engineers, No. 269, pp. 95-104, 1978.]

5. 5) Sandhu, R. S. and Wilson, E. L. : Finite-element analysis of seepage in elastic media, Proc. ASCE, Vol. 95, EM 3, pp. 641-652, 1969.

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