摘要
探讨了层状边坡的失稳机制及其影响因素,利用横观各向同性模型对层状边坡进行描述,重点介绍了模型的实施过程,指出边坡稳定性是由岩体强度和结构面强度共同控制的,与实际相符,并对工程的安全生产具有重要意义。
The stability mechanism and its influential factors are analyzed, the transversely isotropic model is chosen to describe the mechanical and deformation behavior, which emphasizes on the implementing procedure. This model believes that the stability is control by rock and structure plane, which has the significance for production safety of engineering.
出处
《山西建筑》
2007年第28期119-120,共2页
Shanxi Architecture
关键词
安全稳定
层状边坡
失稳机制
力学模型
safety stability, stratified slope, stability mechanism, mechanical model
