Appropriate Geometry Parameters Determination of Anti-Slide Pile with Stochastic Search Algorithms

Wan Bo Qu; Yan Li

doi:10.4028/www.scientific.net/AMM.170-173.819

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Appropriate Geometry Parameters Determination of...

Appropriate Geometry Parameters Determination of Anti-Slide Pile with Stochastic Search Algorithms

Abstract:

Based on the analysis of the main factors which influence the cost of the anti-slide pile, a mathematical model was proposed. In this model, the expenditure of anti-slide pile construction was taken as the objective function, and the constraints covered the strength and stability of anti-slide pile, the strength of the soil mass or rock mass and some other demands. A program was developed for the anti-slide pile geometry sizes determination using stochastic search algorithm. With the aid of this program, appropriate geometry sizes of anti-slide pile with lower cost and enough safety could be automatically found. An example showed that the cost of the anti-slide pile could be decreased in contrust with conventional design method.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

819-823

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.819

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Online since:

May 2012

Authors:

Wan Bo Qu, Yan Li

Keywords:

Anti-Slide Pile, Geometry Parameters Determination, Stochastic Search Algorithm

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References

[1] Shaochen Li, Yongqin Rui & Li Shen: submitted to Coal Technology of Northeast China (1997), In Chinese.

Google Scholar

[2] H.A. Jensen, A.E. Sepulveda: submitted to Advances in Engineering Software (2000).

Google Scholar

[3] Jie Zhang, Yuequan Shang & Qing Lu: submitted to Journal of Mountain Research (2004), In Chinese.

Google Scholar

[4] Wuquan Xiao, Bo Ruan: submitted to China Railway Science (2006), In Chinese.

Google Scholar

[5] Haiqing Zhou: submitted to Geotechnical Engineering Technique (2003), In Chinese.

Google Scholar

[6] Guangdian Zou, Shengshu Chen: submitted to Chinese Jounal of Geotechnical Engineering (2003), In Chinese.

Google Scholar

[7] Hu Xinli, Li Changdong, Wang Liangqing: submitted to Geological Science and Technology Information (2007), In Chinese.

Google Scholar

[8] Dong Bichang, Shu Taolang, An Xinqiang, Pang Jiancheng: submitted to Journal of Wuhan University of Technology(Transportation Science & Engineering) (2010), In Chinese.

Google Scholar

[9] Tang Fen: submitted to Sichuan Building Science (2011), In Chinese.

Google Scholar

[10] Baoding Liu, Ruiqing Zhao: Stochastic programming and fuzzy programming (Tsinghua University Press, China, 1998), In Chinese.

Google Scholar