摘要
将滑面上的岩体强度视为具有空间变异的随机场，用随机场理论描述了各岩体强度在分条滑面上局部平均后的有关数字特征，提出了边坡渐进破坏可靠性的计算方法，并进行了分析计算。
The strength of slip surfaces is looked upon as a random field with spatial variabilityin this paper. The numerical characteristics of the local average strength of slip surfaces are described by means of the random field theory. The method of calculating the reliability of slope progressive failure is proposed.
出处
《中国矿业大学学报》
EI
CAS
CSCD
北大核心
1995年第4期31-35,共5页
Journal of China University of Mining & Technology
基金
博士后科学基金
