›› 2006, Vol. 27 ›› Issue (11): 2020-2024.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study of load transfer behavior of rammed soil-cement piles

GUO Zhong-xian1, 2, YANG Zhi-hong3, WANG Zhan-lei3   

  1. 1.Department of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China; 2.College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China; 3.Hebei Provincial Institute of Architectural Science, Shijiazhuang 050021, China
  • Received:2005-02-01 Online:2006-11-10 Published:2013-12-04

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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.

Key words: rammed soil-cement pile, axial load, distribution of shaft resistance, load transfer behavior

CLC Number: 

  • TU 472
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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