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Author:

李凭雨 (李凭雨.) | 吴文经 (吴文经.) | 陶连金 (陶连金.) (Scholars:陶连金)

Indexed by:

CQVIP

Abstract:

结合实际工程,对变形模量法与桩土应力比法在计算CFG桩沉降时产生误差的原因进行了分析,从计算公式相关的因素出发,试图提出了沉降计算公式修正公式,为完善CFG桩的沉降计算提供了依据.

Keyword:

桩土应力比法 CFG桩 变形模量法

Author Community:

  • [ 1 ] [李凭雨]北京工业大学
  • [ 2 ] [吴文经]北京工业大学
  • [ 3 ] [陶连金]北京工业大学

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Source :

山西建筑

ISSN: 1009-6825

Year: 2007

Issue: 10

Volume: 33

Page: 6-7

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count: 5

Chinese Cited Count:

30 Days PV: 11

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