摘要
基于其侧倾变形发生的地质背景和赋存环境变化机制进行了斜坡稳定性及地基强度弱化等方面的多种力学分析,根据分析结果,采用了侧限墩支挡、桩基托换补强和有效的排水系统等综合措施,达到了预期的治理效果,其分析方法为同类工程提供了有益的指导。
Based on the mechanism of roll deformation geolgy background and the change of existing conditions, a variety of mechanical analysis of slope stability, foundation weakening etc. , have been carried out. According to the analysis result, through taking measures of confining support structure, piles support transfer and strengthening and effective drainage system etc. , the expected effect has reached, and the analysis method provides a useful reference for the same type engineering.
出处
《山西建筑》
2010年第29期67-69,共3页
Shanxi Architecture
关键词
斜坡地基
倾斜变形
侧支挡结构
排水系统
slope foundation, roll deformation, confining support structure, drainage system