无支护基坑侧移空间效应分析

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无支护基坑侧移空间效应分析

张建辉, 赵静力, 王道卓

文章导航 > 岩土工程技术 > 2010 > 24(3): 119-122,138

张建辉, 赵静力, 王道卓. 无支护基坑侧移空间效应分析[J]. 岩土工程技术, 2010, 24(3): 119-122,138. doi: 10.3969/j.issn.1007-2993.2010.03.003

引用本文:

张建辉, 赵静力, 王道卓. 无支护基坑侧移空间效应分析[J]. 岩土工程技术, 2010, 24(3): 119-122,138. doi: 10.3969/j.issn.1007-2993.2010.03.003

ZHANG Jianhui, ZHAO Jingli, WANG Daozhuo. Analysis of Three-Dimensional Effects for Lateral Displacement of Non-supported Excavations[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(3): 119-122,138. doi: 10.3969/j.issn.1007-2993.2010.03.003

Citation:

ZHANG Jianhui, ZHAO Jingli, WANG Daozhuo. Analysis of Three-Dimensional Effects for Lateral Displacement of Non-supported Excavations[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(3): 119-122,138. doi: 10.3969/j.issn.1007-2993.2010.03.003

张建辉, 赵静力, 王道卓. 无支护基坑侧移空间效应分析[J]. 岩土工程技术, 2010, 24(3): 119-122,138. doi: 10.3969/j.issn.1007-2993.2010.03.003

引用本文:

张建辉, 赵静力, 王道卓. 无支护基坑侧移空间效应分析[J]. 岩土工程技术, 2010, 24(3): 119-122,138. doi: 10.3969/j.issn.1007-2993.2010.03.003

ZHANG Jianhui, ZHAO Jingli, WANG Daozhuo. Analysis of Three-Dimensional Effects for Lateral Displacement of Non-supported Excavations[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(3): 119-122,138. doi: 10.3969/j.issn.1007-2993.2010.03.003

Citation:

ZHANG Jianhui, ZHAO Jingli, WANG Daozhuo. Analysis of Three-Dimensional Effects for Lateral Displacement of Non-supported Excavations[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(3): 119-122,138. doi: 10.3969/j.issn.1007-2993.2010.03.003

无支护基坑侧移空间效应分析

doi: 10.3969/j.issn.1007-2993.2010.03.003

河北大学建筑工程学院, 河北保定 071002

作者简介:
张建辉,1963年生,男,汉族,河北辛集人,博士,教授,主要从事岩土工程、工程力学方面的教学与研究工作。E-mail:qingcaozhengchui@163.com

中图分类号: TU941
计量
- 文章访问数: 35
- HTML全文浏览量: 9
- PDF下载量: 5
- 被引次数: 0
出版历程
- 收稿日期: 2010-03-31
- 网络出版日期: 2021-07-06

Analysis of Three-Dimensional Effects for Lateral Displacement of Non-supported Excavations

College of Civil Engineering & Architecture, Hebei University, Baoding 071002 Hebei, China

摘要: 针对基坑变形存在的空间效应,运用有限元分析软件ANSYS,对无支护结构情况下的基坑开挖过程进行数值模拟,分析了随开挖过程基坑壁侧向位移在水平和深度方向的分布规律,针对基坑坑角变化对基坑位移的影响进行了探讨,并对基坑壁位移的分布函数进行了讨论,得出一些有益的结论,为基坑工程设计与施工提供参考。
- 基坑 /
- 空间效应 /
- 数值模拟 /
- 位移分布
Abstract: For the three-dimensional effects caused by the excavation, the finite element software ANSYS is used to simulate the excavation process of a foundation pit with non-supporting structure. The distribution of the pit ground lateral displacement with every step of excavation was analyzed. The influence of the different angles of the pit on ground lateral displacement was studied. And, a distribution function of the pit ground lateral displacement was discussed. Some useful conclusions were obtained and the results may provide reference for the excavation design.
- excavation /
- three-dimensional effects /
- numerical simulations /
- distribution of lateral displacement

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文章访问数: 35
HTML全文浏览量: 9
PDF下载量: 5
被引次数: 0

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