摘要
本文提出了基于块体-夹层模型基本原理的弹粘塑性分析方法,井对一些边坡实例进行了计算分析,结果表明:该方法计算功能强、精度高且简捷方便,在岩坡的变形和稳定分析中有其应用前景。
This paper proposes an elastic-viscoplastic algorithm based on the principle of block-fault model,and presents some results of its application in rock slopes.The results show that the proposed algorithm has higher ability and accuracy of calculation,it also has the advantage of convenience and simplicity Further research is necessary to improve the algorithm for more complicated deformation and stability problems in rock slope and underground opening engineering.
出处
《水利学报》
EI
CSCD
北大核心
1992年第7期9-15,共7页
Journal of Hydraulic Engineering
基金
国家教委高等学校博士学科点专项基金
水利水电科学基金
