1、 28 4 r Vol.28 No.4 2007 M 4 Rock and Soil Mechanics Apr. 2007 l 2005-09-16 “ 81 S “No. 2001ABB025 b Te o 1966 M 3p V qV Yr aH ) Z b E-mail: cI| 1000 7598 (2007) 04& 0812& 05 2H y s 1 2 11. S/vr ! q 430074 2. MB !9 710043 K 1 KEy 2H Es b SLR6 2H s H Bt + B 30j50W Oaa / H C9M 2H sy Yb SLR6 2H 8 KE 2
2、H # Yy 5 EsV7) 2H Bt? pb 4 2H y s 2 KEsH KEH s S 60 M“ -Xrs b s8H B 3Z = sH H M B YS/ NH 1,2b KEsH 5H a ja / L=HqBey H + | 8H M F8 s|H 8“T sK “8 M #MM Hq Hq -4|M 7iMHHq(Hqy H Ksb s Drucker-Prager 5 X 3b5sH MKs 7 B8C “ ub 7VV 2V 3T AB 2H f / “ M ( lV 2H s/YMi b9QV S ! , . 2H K Es J. r , 2005, 26(9 2)
3、: 136&140. GONG Wen-hui, LIU Tao, HUANG Yan-hong. Simulation analysis of finite element on stability of bedding rock cutting slope supported by anchor structureJ. Rock and Soil Mechanics, 2006, 26(supp.2): 136& 140. 6 g , l , S , . H M VvMKs . r , 2003, 24(4): 644& 652. ZHOU Cui-ying, LIU Zuo-qiu, DONG Li-guo, et al. Large deformation FEM analysis of slopes failureJ. Rock and Soil Mechanics, 2003, 24(4): 644& 652.816