[1]李向群,林思鹏.木墩河截流管道基坑开挖支护的数值模拟分析[J].吉林建筑大学学报,2020,(04):39-44.
 LI Xiang-qun,LIN Si-peng.Numerical simulation analysis of excavation and support of mudun river closure pipe foundation pit[J].Journal of Jilin Jianzhu University,2020,(04):39-44.
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木墩河截流管道基坑开挖支护的数值模拟分析(/HTML)
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《吉林建筑大学学报》[ISSN:2095-8919/CN:22-1413/TU]

卷:
期数:
2020年04期
页码:
39-44
栏目:
工程科技
出版日期:
2020-08-20

文章信息/Info

Title:
Numerical simulation analysis of excavation and support of mudun river closure pipe foundation pit
文章编号:
2095-8919(2020)04-0039-06
作者:
李向群林思鹏
吉林建筑大学 测绘与勘查工程学院,长春 130118
Author(s):
LI Xiang-qunLIN Si-peng
LI Xiang-qun,LIN Si-pengSchool of surveying and exploration engineering,Jilin jianzhu university,Changchung 130118,China
关键词:
基坑支护拉森钢板桩数值模拟
Keywords:
foundation pit supportLarsen steel sheet pilenumerical simulation
分类号:
TU 753
文献标志码:
A
摘要:
本文详细介绍了深圳市光明区木墩河截流管道基坑的工程概况,地形地貌以及工程地质条件.对将要采用的拉森钢板桩围护结构和钢支撑支护形式采用数值模拟软件MIDAS GTS NX对基坑的竖向和水平位移进行数值模拟分析,对其分析结果依据有关规定验证其可行性.
Abstract:
This article details the engineering overview,topography and engineering geological conditions of the Mudun River interception pipeline pit in Guangming District,Shenzhen.The numerical simulation software MIDAS GTS NX was used to analyze the vertical and horizontal displacement of the foundation pit for the Larsen steel sheet pile enclosure structure and steel support support form,and the feasibility of the analysis results was verified according to relevant regulations.

参考文献/References:

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[3] 严德添.暗挖隧道近距离下穿既有地铁车站的影响与控制技术研究[D].成都:西南交通大学,2018:30-53.
[4] 许越.地铁盾构下穿桥梁桩基安全性分析[J].广东交通职业技术学院学报,2018(1):23-28,53.
[5] 詹亚桥.WSP与拉森钢板桩在管廊施工中的对比分析[J].建材与装饰,2020(10):32-33.

相似文献/References:

[1]孙 超,岳广泽,李明熹.基于FLAC3D数值模拟的基坑支护桩桩顶位移影响研究[J].吉林建筑大学学报,2020,(02):28.
 SUN Chao,YUE Guang-ze,LI Ming-xi.Study on the influence of pile displacement of foundation pit retaining pile based on FLAC3D numerical simulation[J].Journal of Jilin Jianzhu University,2020,(04):28.

备注/Memo

备注/Memo:
收稿日期:2020-06-26
作者简介:李向群(1962~),男,吉林省长春市人,教授,博士.E-mail:1070366700@qq.com.
更新日期/Last Update: 2020-08-20