摘要
从代表元方法出发，建立节理岩体的本构方程，进行有限元仿真分析，计及了节理宽度。
Starting from representative element, constitutive models of joint rock are established. A finite element simulating procedure is employed to analyze the effect of joint on whole structure, with the width, stiffness, and strike of joint being taken into account.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1996年第6期69-76,共8页
Chinese Journal of Geotechnical Engineering
