Researches on inserting depth of retaining structure determined 
by elastic-resistance method

LU Pei-yi; LIU Chang

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Researches on inserting depth of retaining structure determined by elastic-resistance method

更新时间：2026-06-25

- Researches on inserting depth of retaining structure determined by elastic-resistance method
- Vol. 23, Issue 6, (2002)
- 作者机构：
  
  天津大学建筑工程学院,天津,300072
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU433
- Online First：04 September 2016，
  
  Published：2002
- 稿件说明：
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LU Pei-yi, LIU Chang. Researches on inserting depth of retaining structure determined by elastic-resistance method[J]. 2002, 23(6).
DOI：

LU Pei-yi, LIU Chang. Researches on inserting depth of retaining structure determined by elastic-resistance method[J]. 2002, 23(6). DOI：

摘要

在支护结构计算中，通过对被动区土弹簧抗力引进弹塑性假设，解决了利用弹性抗力法计算支护结构插入深度问题，并与实际工程进行对照，理论得到较好验证，丰富和完善了弹性抗力法。

Abstract

An elastoplastic assumption is introduced in calculating passive soil resistance on retaining structure. The problem of determining inserting depth of retaining structure is solved by using elastic-resistance method. Comparing with practical engineering

theory obtained from this method is perfectly proved.

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