Foundation Design for the Shanghai Center Tower

Jun Hua Xiao; Si Chao; Xi Hong Zhao

doi:10.4028/www.scientific.net/AMR.243-249.2802

Paper Titles

Limit Analysis on Stability of Cracked Slope Induced by Earthquake
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Active Earth Pressure on Retaining Walls with Layered Cohesive Backfills and Considering Cracking
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3D FEM Parallel Computation Geostress Neural Network Analysis Based on Deep Comp 1800 Cluster System
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Unloading Triaxial Experimental Study on Stress Path of Excavated Soil Slope
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Foundation Design for the Shanghai Center Tower
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Study on Time-Space Motivation and Operation Mechanic of Landslide - A Case of Zhenzilin Landslide in Sichuan-Tibet Highway
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Research on Creep Property of Cement Grouted Joint
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Settlement Analysis of Municipal Solid Waste Landfill
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Reliability-Based Stability Analysis of Foundation Pit Supported by Micro-Pile Composite Soil Nailing
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Foundation Design for the Shanghai Center Tower

Foundation Design for the Shanghai Center Tower

Abstract:

This paper describes design process of foundation of Shanghai Center Tower, the China’s tallest building. The foundation system is piled raft founded on deep deposit of delta of Yangtze River. The geotechnical condition and the design progress including the selection of pile type and bearing stratum, pile capacity, raft thickness, foundation settlement will be outlined. The settlement is an important issue in soft soil area for super-tall building, and the optimized design of pile foundation stiffness to reduce differential settlement is also presented in this paper.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

2802-2810

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.2802

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Online since:

May 2011

Authors:

Jun Hua Xiao, Si Chao, Xi Hong Zhao

Keywords:

Pile Capacity, Pile Foundation Stiffness, Piled Raft, Settlement

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References

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