摘要
平阳县某场馆边坡,由于拟建厂址附近:建房开挖、公路建设等,植被遭到破坏,造成水土流水。当降雨等不利因素到来时,容易引发山体滑坡。现采用斯宾塞法计算安全系数,通过与规范中的安全系数对比,判断其稳定性。依据该边坡工程地质特征以及规范要求,结合该地区已有边坡工程勘查及治理经验,提出了"重力式混凝土挡土墙+抗滑桩+截、排水措施"的综合治理设计方案。
The vegetation of the side slopes of a memorial museum in Pingyang County was destroyed and topsoil was eroded due to the adjacent highway and building constructions. The landslide is easily triggered by the adverse factors such as precipitations. The factors of safety of these slopes are analyzed by the Spencer Method and the results are compared with the code requirement. A comprehensive slope stability method： concrete gravity wall ＋ sliding resist caisson ＋ measures of collecting and diverting surface runoffs are proposed based on the site conditions and local landslide treatment experience.
出处
《土工基础》
2015年第2期37-40,56,共5页
Soil Engineering and Foundation
关键词
边坡工程
稳定性分析
边坡治理方案
Slope Engineering
Stability Analysis
Slope Stability Treatment
