Discussion of Pile Design for High-Rise Buildings

Abstract:

Article Preview

In order to minimize the final differential settlement and improve the mechanics performance of high-rise buildings and its podium, some pile design concept for the tower-podium connected building is discussed in this paper. According to the interaction of superstructure-foundation-pile, the pile rigidity of tower area (the core area) is enhanced, and that of outer podium area is weakened in the optimal pile design. This measure is applied in some projects with good technical result and economical effects.

Info:

Periodical:

Edited by:

Yongbo Shao, Shuguang Hao, Yuping Luo, Jibo Xing and Zhiyong Liu

Pages:

1913-1916

Citation:

S. Q. Guo, "Discussion of Pile Design for High-Rise Buildings", Applied Mechanics and Materials, Vols. 174-177, pp. 1913-1916, 2012

Online since:

May 2012

Authors:

Export:

Price:

$38.00

[1] Xihong Zhao, Design theory and Practice of action of high-rise building with podium and Foundation, [M], Press of Tongji University. (1999)(in Chinese).

[2] Model of pile-soil action and different stiffness design, [J],Chinese Journal of Geotechnical Engineering. (2002) (in Chinese).

[3] Poulos H G, Davis E H. Pile foundation analysis and design, [M], Wiley, New York. (1992).

[4] Shanghai Code for design of foundation (DGJ08-11-1999)(in Chinese).