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渗透力作用下基坑环形支撑体系空间受力分析
引用本文:张化俏,姜海青,杨泉. 渗透力作用下基坑环形支撑体系空间受力分析[J]. 广州建筑, 2011, 39(5): 22-27
作者姓名:张化俏  姜海青  杨泉
作者单位:1. 南昌工学院,建筑工程学院,南昌330108
2. 广东省航盛建设集团有限公司,广州,511442
摘    要:大型深基坑支护是当今工程界的热点课题之一,其中环形支撑体系作为一种新的基坑支护形式,在某些空间受限的条件下可以发挥其独特的优势。本文通过考虑渗流效应的影响,建立三维有限元模型,分析基坑环形支撑体系的内力、变形,系统分析了基坑环梁支撑体系在考虑渗流效应下的受力变形特点,旨在为该类支护结构的应用提供理论分析。

关 键 词:基坑  环形支撑  渗流  空间受力分析

Spatial Force Analysis on Ring Beam Support System of Deep Excavation Under Seepage
ZHANG Hua-qiao[,] JIANG Hai-qing[,] YANG Quan. Spatial Force Analysis on Ring Beam Support System of Deep Excavation Under Seepage[J]. , 2011, 39(5): 22-27
Authors:ZHANG Hua-qiao[  ] JIANG Hai-qing[  ] YANG Quan
Affiliation:1] (1.Nanchang Institute of Science and Technology,Nanchang 330108) (2.Guangdong Province Hangsheng Construction Group Co., Ltd., Guangzhou 511442)
Abstract:Large-scaled deep excavation support is one of the hot issues in geotechnical engineering field. As a new support system, the ring beam support has its unique advantages under some space-constrained conditions. In this thesis, the views will be considered under establishing three-dimension finite elements with seepage effect. The force and deformation performances of the ring beam support system are analyzed systematically with seepage effect, to provide theoretical analysis for the application of this support type.
Keywords:deep excavation  ring beam support system  seepage  spatial force analysis
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