摘要
分析某土钉支护边坡支护工程局部垮塌的原因,并对由于施工误差引起的安全问题提出预防措施,比较设计参数变化对土质边坡圆弧滑动破坏安全系数的影响,为类似工程设计和施工提供参考数据。
It analyzes the reason of the partial collision of a soil nail supporting slope project,puts forward the preventive measures to the safety problems caused by construction error,compares the influence of design parameters change to destroying the safety parameters caused by soil slope arch sliding,so as to offer some inference for the similar projects.
出处
《山西建筑》
2009年第26期90-91,共2页
Shanxi Architecture
关键词
基坑支护
施工误差
安全系数
foundation pit support
construction error
safety parameters
