FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE

Wang Chao; Luo Xiaoyong

doi:10.13204/j.gyjz201303030

Volume 43 Issue 3

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(3): 142-146

Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006

Citation:

Wang Chao, Luo Xiaoyong. FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 142-146. doi: 10.13204/j.gyjz201303030

Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006

Citation:

Wang Chao, Luo Xiaoyong. FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 142-146. doi: 10.13204/j.gyjz201303030

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FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE

doi: 10.13204/j.gyjz201303030

Wang Chao^1,2,
Luo Xiaoyong³

1.
1. Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;
2.
2. Shanghai Xiandai UD Architecture Design Institute,Shanghai 200041,China;
3.
3. Xiangtan Building Design Institute,Xiangtan 411100,China

Received Date: 2012-07-03
Publish Date: 2013-03-20

Abstract

Abstract

A super high-rise building was located in Jiangyin with a height of 243 m.It was adopted the frame-corewall structural system and pile raft foundation.The main building,podium and pure basement were connected together underground without any deformation joint,which leaded to an enlarged base.Therefore,optimized design of pile foundation stiffness,post grouting for cast-in-situ pile and post-pouring belt were used in the project for controlling differential settlement.The structure characteristics were briefly introduced,where the foundation design based on the structural arrangement and geological data were elaborated.An optimized design of pile foundation stiffness to reduce differential settlement was emphatically introduced.
- super high-rise building,
- enlarged base,
- pile raft foundation,
- optimized design of pile foundation stiffness

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References(10)

References

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[5] GB 500072002建筑地基基础设计规范[S].

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[7] 朱炳寅,娄宇,杨琦.建筑地基基础设计方法及实例分析[M].北京:中国建筑工业出版社,2007:367－369.

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[9] 王涛.带裙房高层建筑桩基优化设计与桩土相互作用影响系数的实验研究[D].北京:中国建筑科学研究院,2007:6－16.

[10] 中国建筑科学研究院.独基、条基、钢筋混凝土地基梁、桩基础与筏板基础设计软件 JCCAD[R].北京:中国建筑科学研究院,2010.

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