节理岩体变形分析与计算模型探讨

主要分析了岩体模型的简化,提出了均质节理岩体的本构模型,并在简单讨论了非连续变形数值分析方法的同时,讨论和分析了非连续变形计算力学模型的基本原理,它可以很精确地预测岩土工程中的变形和接触力分布及其整体稳定安全系数,并论证了它的合理性。

Discussion on jointed rock mass deformation calculation models

In this paper,a simplified model for analysis of rock mass, proposed homogeneous jointed rock mass constitutive model and discussed in a simple numerical analysis method of discontinuous deformation at the same time,discussion and analysis of discontinuous deformation computational mechanics model of the basic principles of it can accurately predict the deformation of geotechnical engineering and contact force distribution and the overall stability of the safety factor,and demonstrate that it's reasonable.