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.
出处
《湘潭大学自然科学学报》
CAS
CSCD
北大核心
2012年第2期47-51,共5页
Natural Science Journal of Xiangtan University
关键词
混合支护
边坡
失稳
工程实例
mixed support
slope
instability
engineering practices
