摘要
作为一种新的数值方法,数值流形法在重力坝抗滑稳定性方面的研究较少。首先给出了水压及扬压力的荷载矩阵、安全系数的求解方法,然后采用数值流形法分析了重力坝沿建基面及深层双斜面的抗滑稳定性,得出了安全系数,并与有限元接触分析的结果进行了对比。分析结果表明:采用数值流形法和有限元接触分析法得到的安全系数基本一致,从而验证了数值流形法在重力坝抗滑稳定分析中的可行性。
The Numerical Manifold Method( NMM),as a new numerical method,has seldom been utilized in the anti-sliding stability analysis of gravity dam. In this study,the load matrix of water pressure and uplift pressure,as well as the solution of safety factor were given. Furthermore,NMM was adopted to analyze the anti-sliding stability of the foundation planes of gravity dam and the deeply-laid double-inclined planes,the safety factor was thus calculated,and was further compared with the corresponding results obtained by the contact analysis in finite element method( FEM). The results demonstrated that the safety factors calculated by the above two methods,namely the NMM and FEM,were fundamentally consistent,which verified the feasibility of applying NMM to the anti-sliding stability analysis of gravity dam.
出处
《长江科学院院报》
CSCD
北大核心
2016年第9期133-137,共5页
Journal of Changjiang River Scientific Research Institute
关键词
数值流形法
重力坝
抗滑稳定分析
安全系数
numerical manifold method
gravity dam
stability analysis against sliding
safety factor
