Study on calculation method of retaining structure with double-row piles and its application

YING Hong-wei; CHU Zhen-huan; LI Bing-he; LIU Xing-wang

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Study on calculation method of retaining structure with double-row piles and its application

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- Study on calculation method of retaining structure with double-row piles and its application
- Vol. 28, Issue 6, (2007)
- 作者机构：
  
  1. 浙江大学岩土工程研究所,杭州,310027
  2. 深圳市工勘岩土工程有限公司,深圳,518026
  3. 浙江省建筑设计研究院,杭州,310006
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473
- Online First：13 September 2013，
  
  Published：2007
- 稿件说明：
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YING Hong-wei, CHU Zhen-huan, LI Bing-he, et al. Study on calculation method of retaining structure with double-row piles and its application[J]. 2007, 28(6).
DOI：

YING Hong-wei, CHU Zhen-huan, LI Bing-he, et al. Study on calculation method of retaining structure with double-row piles and its application[J]. 2007, 28(6). DOI：

摘要

总结了目前基于弹性土抗力法的双排桩支护结构常用计算模型，分别编制了平面杆系有限差分法计算程序，介绍了双排桩支护结构在某实际工程中的应用，比较了这些模型之间计算结果的差异。通过与实测数据的对比，提出了较为合理的模型，并对双排桩支护结构的诸多影响因素进行了计算分析，所得结论对双排桩支护结构的优化设计具有参考价值。

Abstract

According to the current calculating models of the retaining structure with double-row piles that based on the method of elastic reaction

finite difference method programs are developed respectively. A case study is introduced. The differences among the analyzing results by those different models are compared. Based on observation data

the most reasonable model is presented; and some influencing factors have been analyzed. The conclusions are to be very useful for optimum design of retaining structures with double-row piles.

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