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改进的库尔曼图解法在折线坡土压力计算中的应用

李大鹏 张伟锋 赵建魁 孙云厚

岩土工程学报2012,Vol.34Issue(1):172-175,4.
岩土工程学报2012,Vol.34Issue(1):172-175,4.

改进的库尔曼图解法在折线坡土压力计算中的应用

Applications of ameliorated Culmann's graphical construction in fold line slopes

李大鹏 1张伟锋 2赵建魁 1孙云厚1

作者信息

  • 1. 解放军理工大学工程兵工程学院,江苏南京210007
  • 2. 解放军理工大学工程兵工程学院,江苏南京210007/总参工程兵科研三所,河南洛阳471023
  • 折叠

摘要

Abstract

Aiming at simplifying the application of the Culmann's graphical construction in fold line slopes, the bio-fold and tri-fold line slopes behind the retaining wall are taken as the analytical models based on Wang Kuihua's amelioration on straight line slopes. According to the Coulomb's earth pressure theory and the similarity between the geometric triangle and the force vector triangle, a new graphical method is developed. Compared with the Culmann's graphical construction, the newly ameliorated approach needn't calculate the weight of the slide masses, and either needn't measure the line segments out proportionally to present the weight of the slide masses. The proposed approach needs fewer calculations and is more convenient, and the results are more precise.

关键词

库伦土压力理论/改进的库尔曼图解法/折线坡/土压力

Key words

Coulomb's earth pressure theory/ameliorated Culmann's graphical construction/fold line slope/earth pressure

分类

建筑与水利

引用本文复制引用

李大鹏,张伟锋,赵建魁,孙云厚..改进的库尔曼图解法在折线坡土压力计算中的应用[J].岩土工程学报,2012,34(1):172-175,4.

基金项目

国家自然科学基金青年基金项目(51008306) (51008306)

国家自然科学基金创新研究群体基金项目(51021001) (51021001)

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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