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Author:

Guo, Zhong-Xian (Guo, Zhong-Xian.) | Wang, Zhan-Lei (Wang, Zhan-Lei.) | Yang, Zhi-Hong (Yang, Zhi-Hong.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

In order to study the behavior and working properties of piles-cushion-soil interaction of rammed soil-cement pile composite foundation, field loading tests of single pile and composite foundation with single pile, four piles, nine piles in different lengths and area displacement ratio have been carried out. Distribution of the soil contact pressure, the shaft resistance of pile have been measured by installing special measuring gauges. Based on the test results, the failure pattern, the behavior of piles-cushion-soil interaction were analyzed. Distribution of the soil contact pressure, the stress ratio and the load ratio of pile to soil, distribution of the shaft resistance in single pile and pile of composite foundation have been analyzed.

Keyword:

Pile foundations Pressure Soil cement Soil structure interactions Composite materials Piles

Author Community:

  • [ 1 ] [Guo, Zhong-Xian]Department of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China
  • [ 2 ] [Guo, Zhong-Xian]College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Wang, Zhan-Lei]Hebei Provincial Architectural Science Institute, Shijiazhuang 050021, China
  • [ 4 ] [Yang, Zhi-Hong]Hebei Provincial Architectural Science Institute, Shijiazhuang 050021, China

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Source :

Rock and Soil Mechanics

ISSN: 1000-7598

Year: 2007

Issue: 4

Volume: 28

Page: 763-768,773

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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