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群锚支护板桩墙与墙后土体的整体稳定性
引用本文:段兵廷. 群锚支护板桩墙与墙后土体的整体稳定性[J]. 华中科技大学学报(城市科学版), 1996, 0(1)
作者姓名:段兵廷
作者单位:武汉城市建设学院城市建设与管理系
基金项目:武汉城市建设学院自然科学基金
摘    要:依据室内模型试验和单层土锚支护系统整体稳定性理论确定挡土板桩墙墙后土体失稳区域及有效锚杆和锚固段长度的原则,提出群锚支护板桩墙与墙后全体整体稳定的条件,推导出验算整体稳定性的理论公式,并运用于上海市某大型地下停车场的围护结构设计.

关 键 词:群锚支护;深层滑缝;整体稳定性

Overall Stability Analysis of Multi-anchored Sheet Piling Wall
Duan Bingting. Overall Stability Analysis of Multi-anchored Sheet Piling Wall[J]. Journal of Huazhong University of Science and Technology, 1996, 0(1)
Authors:Duan Bingting
Affiliation:Dept. of Urban Construction and Management
Abstract:On the basis of model test and theoretical analysis for overall stability of anchored sheet piling system, a method about overall stability analysis of multi-anchored wall is proposed. As an example, the application in the design of the supporting structure of a large underground car park in Shanshai is introduced. The result shows that the use of this method is both convenient and reasonable.
Keywords:multi-anchor support  deep sliding  overall stability
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