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Author:

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

Indexed by:

EI Scopus PKU CSCD

Abstract:

Aiming at special method of installation of rammed soil-cement piles, a new type of strain transducer in pile was proposed. And then, based on loading test data of rammed soil-cement single piles, load transfer behavior of rammed soil-cement piles and distribution of shaft resistance in single pile are studied. Results show that transmission of loads along pile are limited to a certain range at the shallow depth due to limited strength of rammed soil-cement pile. The deformation, axial load, distribution of shaft resistance occurred mainly within this range; and the varying gradient of every variable is larger.

Keyword:

Piles Loads (forces) Transducers Soil cement Deformation Strain

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 ] [Yang, Zhi-Hong]Hebei Provincial Institute of Architectural Science, Shijiazhuang 050021, China
  • [ 4 ] [Wang, Zhan-Lei]Hebei Provincial Institute of Architectural Science, Shijiazhuang 050021, China

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Source :

Rock and Soil Mechanics

ISSN: 1000-7598

Year: 2006

Issue: 11

Volume: 27

Page: 2020-2024

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: 0

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