Gobi Inclined Excavation Based Numerical Analysis

Li Qin; Hai Jian Zhang

doi:10.4028/www.scientific.net/AMM.459.631

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 459Gobi Inclined Excavation Based Numerical Analysis

Gobi Inclined Excavation Based Numerical Analysis

Abstract:

Gobi inclined excavation foundation is based the advantages of good direct excavation, this paper mainly studied the angle inclined excavation foundation problems. Through the force, the size of the displacement, the optimal measure the tilt angle. And determine the limit load in the text.

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Periodical:

Applied Mechanics and Materials (Volume 459)

Pages:

631-636

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.459.631

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Online since:

October 2013

Authors:

Li Qin*, Hai Jian Zhang

Keywords:

Inclined Excavation, Load Line, Point of Optimal

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References

[1] Huaiyu Zhao, Zhangli Li, Penghui Wei. Full excavation based application of transmission linesin the gobi desert region [J]. Journal of geotechnical foundation. 2 012, 26 (4).

Google Scholar

[2] Zhujian Sheng. Mohr coulomb yield theory [J]. Journal of waterway transportation scientific research. 1980. 01.

Google Scholar

[3] Li Qin, Lihua Wang. Bored piles foundation of 500 kv transmission lines numerical simulation [J]. Journal of environmental engineering, civil and energy international conference. (2011).

Google Scholar

[4] .

Google Scholar

[4] Fenglin Gan, Qiuhang Zhang. Transmission tower in miniature pile foundation pile – soil interaction study [J]. Journal of shaanxi power. (2011).

Google Scholar

[5] Xianlong LU, Ruifeng Zheng, Yongfeng Cheng, Ruiming Tong, With base pull-out test proved that the total excavation base can be used as the gobi gravel soil experimental study [J]. Journal of geotechnical engineering, 2009, 31 (11).

Google Scholar

[6] Jian Yang, Yufeng Gao, Yongfeng Cheng, Xianlong Lu. Transmission lines inclined excavation of the foundation under horizontal load characteristics [J]. Water conservancy and hydropower science and technology progress, 2008, 28 (4).

Google Scholar

[7] Xianlong Lu, Zengzhen Qian, Ruiming Tong, Weifeng Zheng. Undisturbed soil excavation foundation gobi gravel soil pull-out test study [J] civil construction and environmental engineering, 2012, (4).

DOI: 10.1109/icmtma.2013.143

Google Scholar