摘要
针对岩体介质的特殊性如不连续性、各向异性及非线性破坏准则, 提出建立岩体边坡临界滑动场的计算方法; 并将其应用于峨口铁矿露天边坡的设计,
A computation technique to construct critical slip fields of rock slopes is proposed, Which takes account of characteristics of rock masses, such as discontinuity, anisotropy and non linear failure criteria.This technique has been applied to the design of the open pit slope at Erkou Mine and high efficiency and accuracy have been achieved.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1999年第5期567-572,共6页
Chinese Journal of Rock Mechanics and Engineering