The Optimization Design of the Inverse V-shaped Anti-slide Pile

WANG Xun; LI Yun-hua; LI Shu-sheng

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2006 > 20(3): 140-143

WANG Xun, LI Yun-hua, LI Shu-sheng. The Optimization Design of the Inverse V-shaped Anti-slide Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2006, 20(3): 140-143.

Citation:

WANG Xun, LI Yun-hua, LI Shu-sheng. The Optimization Design of the Inverse V-shaped Anti-slide Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2006, 20(3): 140-143.

WANG Xun, LI Yun-hua, LI Shu-sheng. The Optimization Design of the Inverse V-shaped Anti-slide Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2006, 20(3): 140-143.

Citation:

WANG Xun, LI Yun-hua, LI Shu-sheng. The Optimization Design of the Inverse V-shaped Anti-slide Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2006, 20(3): 140-143.

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The Optimization Design of the Inverse V-shaped Anti-slide Pile

1. Environmental and Civil Engineering College, Chengdu University of Technology, Chengdu Sichuan 610059 China;
2. Geology and Subgrade Design Department, The second Railways Survey & Design Instiute, Chengdu Sichuan 610031 China

Received Date: 2006-04-11
Available Online: 2021-07-06

Abstract

Abstract

Based on the vertical elastic foundation beam theory and the ANSYS platform, the inverse V shaped structure optimization design variable computation model is established by the APDL language. Through the ANSYS optimization analysis, the superior section combination model is found. It can be repeatedly used and the optimization process is sped up with the help from the VB program.
- the inverse V-shaped anti-slide pile,
- re-develop technology,
- optimization design