摘要
基于极限平衡理论 ,从整体内部稳定性分析法、整体外部稳定性分析法以及局部稳定性分析法三方面 ,介绍了土钉支护的设计方法 ,结合实际工程进行了运用和探讨。
Based on limit balance theory,it introduces de si gn method of nail sustainment from 3 aspects of whole inner stability analysis m ethod、whole outer stability analysis method and partial stability analysis meth od as well as utilization and discussion have been done after combined with prac tical project.
出处
《山西建筑》
2005年第1期76-77,共2页
Shanxi Architecture
关键词
土钉支护
极限平衡法
土体破坏
整体稳定性
sustained by nail, limit balance method, damage of soil body, whole stability
