湘潭市某边坡工程垮塌事故分析及防治技术  

The Collapse Incident Analysis and Control Techniques on Slope in Xiangtan City

作　　者：李海深[1,2] 李训根[1] 汪超平 苗云东[1] 

机构地区：[1]湘潭大学土木工程与力学学院,湖南湘潭411105 [2]湘潭市城乡规划局,湖南湘潭411100 [3]中国联合工程公司,浙江杭州310002

出　　处：《湘潭大学自然科学学报》2012年第2期47-51,共5页Natural Science Journal of Xiangtan University

摘　　要：混合支护边坡技术作为加固边坡的一种有效措施,由于其受力结构承载力高、造价低、施工快等优点,现已被广泛应用于边坡工程中.但是因各种因素的影响,边坡失稳事故时有发生.本文依托工程实例从设计、施工和勘测三个方面分析了边坡失稳的原因,对边坡整体稳定性做出了分析,提出了有效治理垮塌边坡的合理方案.以期能对边坡工程设计和施工等有所警示和帮助.The approach adopted extensively is called mixed support slope, which is characterized by high bearing capacity of structure, low construction cost and easy construction. However, there are some accidents caused by slope instability. Due to the design of engineering practices, construction and investigation, analysis of the slope stability and a reasonable scheme, which is to deal with the collapse of slope, are discussed in the present paper.

关 键 词：混合支护 边坡 失稳 工程实例 

分 类 号：TU434[建筑科学—岩土工程]