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Author:

Yuan, Hui (Yuan, Hui.) | Zhang, Yan-Qing (Zhang, Yan-Qing.) | Qu, Zhan (Qu, Zhan.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

The bearing capacity of the squeezed pile with the expanded branches is studied. Through the static loading test in Shandong province, the bearing capacity of three kinds of squeezed pile is compared. According to the stress of the reinforced bar, the force of different places of the pile is obtained, and the rules of the load-transfer are studied. It is deduced that the bearing capacity of the dish pile is larger than the branch piles and the general pile. In the process of the load-transfer the dish and the branches play important roles.

Keyword:

Bearing capacity Load testing Poles Pile foundations

Author Community:

  • [ 1 ] [Yuan, Hui]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Zhang, Yan-Qing]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Qu, Zhan]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2006

Issue: 10

Volume: 32

Page: 879-882

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: 6

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