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

Turn off MathJax

Article Contents

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

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

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

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

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

PDF( 0 KB)

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