土工基础

›› 2015, Vol. 29 ›› Issue (2): 37-40.

• 工程实录 • 上一篇    下一篇

浙江平阳某场馆边坡工程治理

何 韬1，邓卫平2，李相斌3   

  1. （1.东华理工大学 建筑工程学院，南昌 330013；2.德阳市二八二地质大队金阳岩土公司，四川德阳 618000；
    3.遂昌县矿业权储备中心，浙江遂昌 323300）
  • 收稿日期:2014-10-31 出版日期:2015-04-20 发布日期:2015-05-04
  • 作者简介:何 韬（1989-），男，硕士研究生，研究方向为地质工程（地质灾害）。

Slope Stability Treatment for a Memorial Museum in Pingyang County

HE Tao1，DENG Weiping2，LI Xiangbin3   

  1. （1.College of civil engineering and Architecture,East China Institute of Technology,Nanchang 30013；
    2.Sichuan Sheng Nuclear Geology 282 Brigade,Deyang Sichuan 618000；
    3.Suichang  Mining Reservation Center,Suichang Zhejiang 323300）
  • Received:2014-10-31 Online:2015-04-20 Published:2015-05-04

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。

关键词: 边坡工程, 稳定性分析, 边坡治理方案

Abstract: 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. 

Key words: Slope Engineering, Stability Analysis, Slope Stability Treatment