Comparative Analysis of Several Common Quasi-Statics Methods for Tunnel Seismic Soil Pressure Calculation

Tong Fa Deng; Yong Gui; Fu Sheng Nie

doi:10.4028/www.scientific.net/AMM.166-169.2253

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Comparative Analysis of Several Common...

Comparative Analysis of Several Common Quasi-Statics Methods for Tunnel Seismic Soil Pressure Calculation

Abstract:

The current underground structure seismic soil pressure was stated briefly in this paper first, as well as several commonly used quasi-statics calculation methods, and then based on the calculation mentioned above, various simplified calculation methods were applied to calculate the seismic pressure of tunnel structure, offering reference for future improvement of seismic pressure calculation methods and seismic design level of tunnel structure.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

2253-2258

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2253

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Online since:

May 2012

Authors:

Tong Fa Deng, Yong Gui, Fu Sheng Nie

Keywords:

Quasi-Statics Method, Seismic Soil Pressure, Tunnel, Underground Structure

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References

[1] Yisun Wang, Minghua Zhao: Journal of Hunan University,Vol4(1999):76-82. In Chinese.

Google Scholar

[2] Okabe S: Japanese Society of Civil Engineering, Vol12(1926): 1083－1088.

Google Scholar

[3] Weici Gu. Calculation of retaining wall (China Architecture & Building Press, Beijing 2001). In Chinese.

Google Scholar

[4] Dawei Yao.: Electric Power Construction,Vol2 (1999):23-26. In Chinese.

Google Scholar

[5] Sh.G.Napetvaridze. Pseudi-static seismic stability of hydraulic structures(China Industry Press, Beijing 1964). In Chinese.

Google Scholar

[6] Mingyao Xia: Tunnel Engineering, Vol4(1984): 1-7. In Chinese.

Google Scholar

[7] Seismic design code of outdoor supply water and drainage, gas and thermal engineering. GB50032-2003(China Architecture & Building Press, 2003). In Chinese.

Google Scholar