摘要
用符合莫尔库仑准则的Ｇｏｏｄｍａｎ节理单元模拟岩体中的软弱结构面，给出了非线性分析方法，并针对多子域问题，采用了一种有效的分块求解技术。
The weak structural planes modeled as Goodman joint elements and a Mohr Coulomb criterion for shear strength, also a nonlinear analysis method is suggested. For the multiregion problem ,a efficient block equation solver is used so that the large practical problem can solved by micro computer.
出处
《宁夏大学学报（自然科学版）》
CAS
1999年第1期42-44,共3页
Journal of Ningxia University(Natural Science Edition)
基金
宁夏区教委科研基金
