Laterally Loaded Pile's Minimum Weight Design

Zhu Yonghua; Gao Xiaowang

美国《工程索引》（EI）核心期刊
美国《剑桥科学文摘》（CSA）收录期刊
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Volume 20 Issue 2

Feb. 1995

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Article Navigation > Geomatics and Information Science of Wuhan University > 1995 > 20(2): 168-173

Zhu Yonghua, Gao Xiaowang. Laterally Loaded Pile's Minimum Weight Design[J]. Geomatics and Information Science of Wuhan University, 1995, 20(2): 168-173.

Citation:

Zhu Yonghua, Gao Xiaowang. Laterally Loaded Pile's Minimum Weight Design[J]. Geomatics and Information Science of Wuhan University, 1995, 20(2): 168-173.

Laterally Loaded Pile's Minimum Weight Design

School of Urban Construction. WTUSM, 39 Luoyu Road, Wuhan, China, 430070

Received Date: 1994-10-20
Publish Date: 1995-02-05

Abstract

In the paper,a varied cross section pile is taken into consideration.The pile is subjected to horizontal force,bending moment and vertical load.With the finite element method and non-linear programming,the optimal solution to the relationship between the pile's diameter and depth is obtained.As an example the paper shows that minimum weight pile can save up to 49% of the concrete used.
- laterally loaded pile,
- cast-in-place pile,
- minimum weight design,
- finite element method,
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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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