摘要
本文论述重庆市某高边坡锚杆挡墙工程，该工程经高边坡专家组评估发现边坡稳定性系数低，存在较大的安全隐患。根据边坡勘察、设计和施工资料，结合边坡上缘附加荷载情况进行综合分析，提出边坡的加固补救措施拼取得良好的使用效果。
A work on renining wall with bolting for a high side slope was presented. It is estimatedthat the slope has a low stability coefficient and unsafe. According to the data from investigation, designand construction, with consideration of the additional load on the slope, based on complex analysis, aconsolidation measure was presented and a good result was obtained.
出处
《地下空间》
CSCD
1999年第2期117-120,共4页
Underground Space
关键词
高边坡
预应力锚索
锚杆
检测
加固
High slope, prestressed tendon, bolt, investigation
