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Author:

Guo, Zhong-Xian (Guo, Zhong-Xian.) | Huo, Da (Huo, Da.) (Scholars:霍达)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Analyzing the cooperation mechanism of piles, soil and cushion, the method to calculate the stress ratio of piles to soil is introduced by considering harmony working of piles, soil and cushion in composite foundation. The factors influencing the stress ratio of piles to soil, such as cushion modulus, soil modulus of piles end, rigid ratio of pile and soil, pile length, area displacement ratio, are discussed by calculating stress ratio, and the bearing behavior of rigid pile composite foundation are analyzed.

Keyword:

Bearing capacity Pile foundations Calculations Soil structure interactions Stress analysis

Author Community:

  • [ 1 ] [Guo, Zhong-Xian]Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Guo, Zhong-Xian]Department of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China
  • [ 3 ] [Huo, Da]Beijing University of Technology, Beijing 100022, China

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Source :

Rock and Soil Mechanics

ISSN: 1000-7598

Year: 2006

Issue: SUPPL.

Volume: 27

Page: 797-802

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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