土工基础

›› 2011, Vol. 25 ›› Issue (6): 8-.

• 工程实录 • 上一篇    下一篇

上覆房屋的松散土质边坡极限分析及设计施工

  乔 正1， 周慧芳2， 许文龙1， 谢琳琳3   

  1. (1.山东科技大学土木建筑学院,山东青岛 266510; 2.山东科技大学地质科学与工程学院，山东青岛 266510； 3.东阿黄河河务局,山东东阿 252201)
  • 收稿日期:2011-02-21 出版日期:2011-12-20 发布日期:2012-01-15
  • 作者简介:乔正，男，1985年生，主要从事岩体加固理论与稳定性分析研究。

Limit Equilibrium Analysis and Construction of Loose Soil Slopes with Buildings Nearby

QIAO  Zheng1, ZHOU  Hui  fang2, XU  Wen  long1, XIE  Lin  lin3   

  1. (1. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao Shandong 266510; 
    2. College of Geological Science and Engineering, Shandong University of Science and Technology, Qingdao Shandong 266510; 
    3. Donge Bureau of Yellow River, Donge Shandong 252201, China)
  • Received:2011-02-21 Online:2011-12-20 Published:2012-01-15

摘要： 针对武汉青王路两侧上覆房屋松软土质边坡，利用极限平衡法对其进行了分析，根据得出的结论进行了支护设计，并对施工作业流程提出要求，为相关工程提供借鉴和指导。

关键词: 松散体, 滑移线, 边坡支护, 施工工序

Abstract: Cut slopes are planned at both sides of the Qingwang Road widening project. The proposed slopes have loose soils with buildings nearby. The limit equilibrium method was applied to analyze these slopes and the analytical results were used to provide guidelines for the design of supporting structures. Slope stability analyses also provide guidance for the slope cut and supporting structure construction sequences.