Dynamic Response Analysis of Composite Soil Nailed Wall under Earthquake

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Abstract:

In this paper, with the help of the finite element software ADINA, an actual composite soil nailed wall was solved. The dynamic response of the composite soil nailed wall is analyzed and discussed under the EL-Centro and man-made Lanzhou accelerogram. And the variation principles of the soil nailed wall which subjected to the earthquake, and the earthquake coupled with pore pressure, are demonstrated respectively. The results of the FEM dynamic analysis can be a useful reference for engineers of the design and construction of the composite soil nailed wall.

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Advanced Materials Research (Volumes 915-916)

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114-121

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April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] C.K. Shen, S. Bang, Herrman. Ground Movement Analysis of Earth Support System. J. Geotech. Eng. Division, ASCE, 1981, 107(2), 1625-1642.

Google Scholar

[2] CUI Yan, ZHANG Xin. Finite element method analyses on deep foundation pit supported by soil nailing. J. Engineering mechanics journal of china, 1996,Vol. 13,No. 2, 103-109.

Google Scholar

[3] SONG Erxiang, CHEN ZHaoyuan. finite element analyses on soil nailing retaining wall. J. Engineering reconnaissance journal of china, 1996,Vol. 22,No. 2, 1-5.

Google Scholar

[4] ZHAO Guojing, CUI Yan, WU SHihong. The studies of soil nailing uing finite element method. J. Engineering mechanics journal of china, 2001,Vol. 18,No. 4, 145-150.

Google Scholar

[5] ADINA Research and Development Inc., ADINA Theory and Modeling Guide. Report ARD 95-8, ADINA R&D Inc., Watertown, MA, (1995).

Google Scholar

[6] WANG Jin. The three-dimensional elastic-plastic finite element analysis on deep excavation of tall building. D. Master's degree thesis of Xi'an university of architecture and technology, (2001).

Google Scholar

[7] LIU Liping. The elastic-plastic dynamic interaction analyses of pile-soil-superstructure under the horizontal earthquake. D. Ph. Degree thesis of Chongqing University, (2004).

Google Scholar

[8] GUO SHengbing, ZHAO Yi et al. The dynamic analysis on the ground structure under the vertical and horizontal earthquake. J. Ground space journal of china, 2002,Vol. 10,No. 4, 103-109.

Google Scholar