首页 | 本学科首页   官方微博 | 高级检索  
     

疏排桩-放坡组合支护的应用分析
引用本文:张锡治,何明华. 疏排桩-放坡组合支护的应用分析[J]. 天津大学学报(自然科学与工程技术版), 2014, 0(9): 817-822
作者姓名:张锡治  何明华
作者单位:1. 天津大学建筑设计研究院,天津,300072
2. 天津大学建筑工程学院,天津,300072
摘    要:针对某基坑放坡开挖不满足稳定性要求的问题,提出采用疏排桩与放坡组合支护的方案.通过有限元强度折减法,分析了疏排桩加设前后的土坡稳定性及疏排桩的位置、桩径、桩距、桩长对土坡稳定性的影响.在给定的目标下统一考虑各因素的影响,根据经济性比较得出优化方案.分析表明有限元强度折减法分析非均质土坡稳定可行,加设疏排桩能加深滑裂面、提高土坡稳定性.工程应用表明疏排桩与放坡组合支护的方案是经济有效的支护方式.

关 键 词:疏排桩  土坡稳定  强度折减法  有限元分析  方案优化

Application Analysis of Composite Supporting of Scattered Piles and Step-Slope
Zhang Xizhi,He Minghua. Application Analysis of Composite Supporting of Scattered Piles and Step-Slope[J]. Journal of Tianjin University(Science and Technology), 2014, 0(9): 817-822
Authors:Zhang Xizhi  He Minghua
Affiliation:Zhang Xizhi;He Minghua;Architectural Design and Research Institute of Tianjin University;School of Civil Engineering,Tianjin University;
Abstract:A composite supporting of scattered piles and step-slope was proposed to deal with the problem that the slope stability of a step-slope excavation engineering cannot meet the requirement. Numerical analyses were per-formed on the stability of reinforced and unreinforced slope by the finite element strength reduction method. The in-fluence of scattered pile's location,diameter,space and length on slope stability was also analysed,and accordingly an optimal scheme was obtained considering all influencing factors under a given target. Analyses show that the finite element method is feasible in analyzing non-homogeneous slope stability is available and that the application of scat-tered pile can deepen the slip surface and increase the safety factor of slope. The application of optimal scheme in the engineering indicates that the composite supporting of scattered piles and step-slope is an economical and effective supporting method.
Keywords:scattered pile  slope stability  strength reduction method  finite element analysis  schema optimization
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号