论文信息 - Analysis of the corner effect on excavation behaviors - 字舞流文

Analysis of the corner effect on excavation behaviors

This paper presents three-dimensional finite-element studies on excavation problems. Large computer storage and computation time are normally required for the conventional finite-element analysis, ...

Chang-Yu Ou | C. Ou | Bor-Yuan Shiau | Bor-Yuan Shiau

[1] Chang-Yu Ou,et al. Analysis of Deep Excavation with Column Type of Ground Improvement in Soft Clay , 1996 .

[2] J. M. Duncan,et al. Nonlinear Analysis of Stress and Strain in Soils , 1970 .

[3] J. L. Meek,et al. `Infinite domain' elements , 1981 .

[4] J. C. Marques,et al. Infinite elements in quasi-static materially nonlinear problems , 1984 .

[5] Hiroyuki Tanaka. BEHAVIOR OF A BRACED EXCAVATION IN SOFT CLAY AND THE UNDRAINED SHEAR STRENGTH FOR PASSIVE EARTH PRESSURE , 1994 .

[6] G. Wayne Clough,et al. Movement Control of Excavation Support Systems by Iterative Design , 1989 .

[7] Chang-Yu Ou,et al. Finite-element analysis of deep excavation in layered sandy and clayey soil deposits , 1994 .

[8] Richard J. Finno,et al. Finite Element Analyses of HDR‐4 Excavation , 1991 .

[9] Bengt B. Broms,et al. Lateral Wall Deflections of Braced Excavations in Clay , 1989 .

[10] John R Booker,et al. Finite element analysis of excavation , 1985 .

[11] A.P.S. Selvadurai,et al. COMPOSITE INFINITE ELEMENT FOR MODELING UNBOUNDED SATURATED-SOIL MEDIA , 1989 .

[12] Chang-Yu Ou,et al. Three-Dimensional Finite Element Analysis of Deep Excavations , 1996 .