ANALYSIS OF OPTIMUM DESIGN OF PILE-RAFT FOUNDATION OF ECOLOGICAL COMPOSITE WALL STRUCTRUE

Zhang Yin; Lu Junlong; Huang Wei; Zhang Weifeng; Tian Jie

doi:10.13204/j.gyjz201208008

Volume 42 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(8): 37-40,11

Zhang Yin, Lu Junlong, Huang Wei, Zhang Weifeng, Tian Jie. ANALYSIS OF OPTIMUM DESIGN OF PILE-RAFT FOUNDATION OF ECOLOGICAL COMPOSITE WALL STRUCTRUE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 37-40,11. doi: 10.13204/j.gyjz201208008

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Zhang Yin, Lu Junlong, Huang Wei, Zhang Weifeng, Tian Jie. ANALYSIS OF OPTIMUM DESIGN OF PILE-RAFT FOUNDATION OF ECOLOGICAL COMPOSITE WALL STRUCTRUE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 37-40,11. doi: 10.13204/j.gyjz201208008

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ANALYSIS OF OPTIMUM DESIGN OF PILE-RAFT FOUNDATION OF ECOLOGICAL COMPOSITE WALL STRUCTRUE

doi: 10.13204/j.gyjz201208008

1.
1. Xi'an Univ.of Arch.&Tech.,Xi'an 710055,China;
2.
2. Xi'an University of Technology,Xi'an 710048,China;
3.
3. Shaanxi Hengrui Building Design Company,Xi'an 710056,China

Received Date: 2012-04-17
Publish Date: 2012-08-20

Abstract

Abstract

In order to study the optimum design method for pile-raft foundation of ecological composite wall structurebased on interaction between structure, subsoil and foundation, a compute model of ecological composite wallstructure and shear wall structure based on interaction was founded．The inner force and deformation of structure andfoundation were calculated．In light of the result, the influence of interaction stress and strain of pile-raft foundationand soil was analyzed．And the calculation results of two types of structures were contrasted to research the effect ofchange of thickness, strength of concrete of raft, length, diameter of pile on stress, strain of structure andfoundation, reacted force of pile top, the share proportion of load of pile and raft．Which can provide reference foroptimum design method of pile-raft foundation of ecological composite wall structure based on interaction of subsoil, foundation and structure．
- ecological composite wall structure,
- interaction,
- pile-raft foundation,
- optimum design

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References(6)

References

[2] DBJ/T61-43-2006密肋壁板结构技术规程[S].

姚谦峰,黄炜,田洁,等.密肋复合墙体受力机理及抗震性能试验研究[J].建筑结构学报,2004,25(6):67-74.

[3] 王爱民.中高层密肋壁板结构密肋复合墙体受力性能及设计方法研究[D].西安:西安建筑科技大学,2006.

[4] 宋亚新.考虑土-桩-结构相互作用的框剪结构弹塑性地震反应分析侧[D].上海:同济大学,1998.

[5] 孟焕陵,沈蒲生.均布荷载及集中荷载作用下框-剪结构中剪力墙的合理数量[J].华中科技大学学报:城市科学版,2004,21(1):64-68.

[6] 杜晓霞.上部结构-桩筏基础-地基共同作用的非线性数值模拟[D]南京:南京理工大学,2005.

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