摘要
近年来,有限差分强度折减法在边坡稳定性分析中应用广泛。基于FLAC-3D软件,针对该软件内嵌的强度折减法的缺陷,结合有限差分强度折减理论,编译了相应的强度折减法计算程序,并结合算例验证了该方法的有效性。
The strength reduction method which analyses slope stability with finite difference method is used abroad these years. Based on the FLAG-3D software, this paper designs a organizing strength reduction method contraposed the limitations of the software＇ s own strength reduction method, and proves the self-organizing strength reduction method mentioned above is effective according to examples.
出处
《武汉理工大学学报》
CAS
CSCD
北大核心
2009年第9期59-61,共3页
Journal of Wuhan University of Technology
作者简介
欧湘萍（1962-），男，硕士，副教授．E-mail：ouxiangping@163．com
