A Settlement Compensation Method for Design of Settlement Controlled Piled Raft Foundations under Vertical Loadings

Cheng Hua Wang; Jun Nan Cao; Liang Liang Zhao

doi:10.4028/www.scientific.net/AMM.204-208.857

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208A Settlement Compensation Method for Design of...

A Settlement Compensation Method for Design of Settlement Controlled Piled Raft Foundations under Vertical Loadings

Abstract:

In order to analyze the behavior of piled raft foundations under vertical loadings, a simplified method called settlement compensation method (SCM) is proposed based on the basic principles in the code for design of building foundation of China. The effect of several influence factors of the SCM was investigated through an exemplar case. The applicability and accuracy of SCM was checked theoretically with a finite element analysis, and verified practically through a case study in which the results of settlement analysis of other methods were included for comparison.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

857-864

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.857

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Online since:

October 2012

Authors:

Cheng Hua Wang, Jun Nan Cao, Liang Liang Zhao

Keywords:

Bearing Capacity, Finite Element, Piled Raft Foundation, Settlement Control

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References

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