|本期目录/Table of Contents|

[1]周 勇,张康康.软弱夹层对深基坑水平位移影响的数值模拟分析[J].建筑科学与工程学报,2017,34(03):9-15.
 ZHOU Yong,ZHANG Kang-kang.Numerical Simulation Analysis of Influence of Soft Interlayer on Horizontal Displacement of Deep Foundation Pit[J].Journal of Architecture and Civil Engineering,2017,34(03):9-15.
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软弱夹层对深基坑水平位移影响的数值模拟分析(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
34卷
期数:
2017年03期
页码:
9-15
栏目:
出版日期:
2017-05-30

文章信息/Info

Title:
Numerical Simulation Analysis of Influence of Soft Interlayer on Horizontal Displacement of Deep Foundation Pit
作者:
周 勇张康康
兰州理工大学甘肃省土木工程防灾减灾重点实验室
Author(s):
ZHOU Yong, ZHANG Kang-kang
Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology
关键词:
深基坑软弱夹层水平位移黏聚力内摩擦角排桩预应力锚杆数值模拟
Keywords:
deep foundation pit soft interlayer horizontal displacement cohesion internal friction angle pile-prestressed anchor numerical simulation
分类号:
-
DOI:
-
文献标志码:
A
摘要:
以某深基坑支护工程为背景,研究了软弱夹层对基坑水平位移的影响。利用有限元分析软件PLAXIS 2D和MC土体本构模型对该工程排桩预应力锚杆支护段进行数值模拟。对比分析了软弱夹层的黏聚力、内摩擦角、厚度、埋置深度对基坑水平位移的影响,得到了这些因素对基坑水平位移的影响规律。结果表明:软弱夹层的存在对基坑水平位移有较大影响;内摩擦角对基坑水平位移的影响比黏聚力更加明显;黏聚力和内摩擦角同时变化引起基坑水平位移的变化大于单一参数变化引起的基坑水平位移变化之和;基坑水平位移随软弱夹层厚度的增大而增大;随着埋置深度的增大,基坑水平位移呈现先增大后减小的趋势。
Abstract:
Based on a deep foundation pit supporting project, the influence of soft interlayer on the horizontal displacement of foundation pit was studied. The finite element analysis software PLAXIS 2D and Mohr-Coulomb soil constitute model were used to simulate the pile-prestressed anchor support section of the project. The influences of the cohesion, internal friction angle, thickness and embedded depth on the horizontal displacements of the foundation pit were compared and analyzed, and the effect laws of these factors on the horizontal displacement of foundation pit were obtained. The results show that the existence of soft interlayer has great influence on the horizontal displacement of foundation pit; influence of internal friction angle on the horizontal displacement of foundation pit is more obvious than that of cohesion; changes of horizontal displacement of foundation pit caused by cohesion and internal friction angle changing at same time are more than the sum of changes of the single parameter; horizontal displacement of foundation pit increases with thickness of the soft interlayer increasing; the horizontal displacement of foundation pit increases first and then decreases with the increase of embedded depth.

参考文献/References:

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备注/Memo

备注/Memo:
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更新日期/Last Update: 2017-05-31