The influence of a non‐associated flow rule on the calculation of the factor of safety of soil slopes
暂无分享,去创建一个
H. Kong | Jianhua Yin | Yujie Wang | C. Lee
[1] D. V. Griffiths,et al. SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS , 1999 .
[2] Zuyu Chen,et al. Slope stability analysis by the upper bound approach: fundamentals and methods , 1997 .
[3] Radoslaw L. Michalowski,et al. SLOPE STABILITY ANALYSIS: A KINEMATICAL APPROACH , 1995 .
[4] Emmanuel M Detournay,et al. Limit load in translational failure mechanisms for associative and non-associative materials , 1993 .
[5] Poul V. Lade,et al. Closure of "Static Instability and Liquefaction of Loose Fine Sandy Slopes" , 1993 .
[6] R. Borst,et al. POSSIBILITIES AND LIMITATIONS OF FINITE ELEMENTS FOR LIMIT ANALYSIS , 1984 .
[7] E. H. Davis,et al. Theories of plasticity and the failure of soil masses , 1968 .
[8] B. Satyanarayana,et al. A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces , 1967 .
[9] N. Morgenstern,et al. The analysis of the stability of general slip surfaces , 1965 .
[10] A. Bishop. The use of the Slip Circle in the Stability Analysis of Slopes , 1955 .
[11] Wai-Fah Chen. Limit Analysis and Soil Plasticity , 1975 .