1S |
hi GH.Discontinuous deformation analysis:a new numerical model for the statics and dynamics of deformable block structures[J]. Engineering Computations,1992,9(2):157~168
|
2C |
undall PA. Formulation of a three-dimensional distinct element model—part 1:ascheme to detect and represent contacts in system composed of many polyhedral blocks[J]. Int.J.of Rock Mech.in Min.Sci.& Geomech.Abstr.,1988,25(3):107~116
|
3H |
art R,Cundall PA,Lemos J.Formulation of three-dimensional distinct element model—part 2:mechanical calculations for motion and intersection of a system composed of many polyhedral blocks[J]. Int.J.of Rock Mech.in Min.Sci.& Geomech.Abstr.,1988,25(3):117~125
|
4H |
amajima R,Kawai T,Yamashita K,et al. Numerical analysis of cracked and jointed rock mass[A]. In: Kawamoto T,Ichikawa Y ed. Num.Meth.in Geomech.[C]. Tokyo,Japan:A.A.Balkema,1985,207~214
|
5卓 |
家寿,章 青. 不连续介质力学问题的界面元法[M]. 北京:科学出版社,2000
|
6章 |
青,卓家寿. 三峡船闸高边坡稳定分析的界面元法与评判准
|
则[J] |
岩石力学与工程学报,2000,19(3):285~288
|
7陈 |
胜宏,王鸿儒,熊文林. 岩体三维弹粘塑性块体理论的初步研究[J]. 武汉水利电力学院学报,1990,23(6):55~61
|
8陈 |
胜宏. 岩体的广义弹粘塑性块体理论[J]. 水利学报,1996,(1):78~84
|
9C |
hen S H,Shen B K,Huang M H. Stochastic elastic-viscoplastic analysis for discontinuous rock masses[J]. Int.J.for Num.Meth.in Eng.,1994,37(14):2429~2444
|
10 |
Chen S H. Analysis of reinforced rock foundation using elastic-viscoplastic block theory[A].In:Sousa L R E,Grossmann N F ed. Proc. 1993 ISRM Int. Symp.EUROCK 93[C].Lisbon,Portugal:A.A.Balkema,1993,45~51
|
11 |
Chen S H,Wang W M,She C X,et al. Unconfined seepage analysis of discontinuous rock slope[J]. J. of Hydrodynamics Ser.B, 2000, 23(3):60~66
|
12 |
陈胜宏.高坝复杂岩石地基及岩石高边坡的稳定分析[M].北京:中国水利水电出版社,2001
|
13 |
Owen DRJ,Hinton E. Finite Elements in Plasticity:Theory and Practice[M]. Swansea:Pineridge Press Ltd.,1980
|