摘要
对原非连续变形分析方法(DDA方法)中边界约束方法进行了推广,将其应用于节理岩质边坡变形规律的数值模拟,并利用模型实验结果验证了推广方法的正确性。
The boundary restraint in the previous discontinuous deformation analysis(DDA)method was generalized and applied in the numerical simulation of the deformation in jointed rock slopes.The results of model tests has shown the validity of the present method.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2002年第3期352-354,共3页
Rock and Soil Mechanics
关键词
DDA方法
边坡
数值模拟
discontinuous deformation analysis(DDA)method
rock slope
numerical simulation