Response and Parameter Analysis of Reinforced Retaining Wall under Earthquake Loading

Jia Liang

doi:10.4028/www.scientific.net/AMM.268-270.702

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 268-270Response and Parameter Analysis of Reinforced...

Response and Parameter Analysis of Reinforced Retaining Wall under Earthquake Loading

Abstract:

FEM is use for the mechanical analysis of reinforced retaining wall under earthquake loading. The main results are as following. The displacement and axial force increased with the increased seismic intensity. The displacement and axial force decreased with the increased the length of bar strip. The displacement and axial force decreased with the decreased the spacing of bar strip. The displacement and axial force decreased with the increased physical mechanics parameters of filling. Seismic response was similar under bilateral seismic loading and horizontal seismic loading, seismic response was slightly larger under bilateral seismic loading.

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Periodical:

Applied Mechanics and Materials (Volumes 268-270)

Pages:

702-705

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.268-270.702

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Online since:

December 2012

Authors:

Jia Liang

Keywords:

Numerical Analysis, Reinforced Retaining Wall, Response and Parameter Analysis

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References

[1] H.Nour,A. Fakher C.J.F.P. Jones. Evaluating the effects of the magnitude and amplification of pseudo-static acceleration on reinforced soil slopes and Wall using the limit equilibrium Horizontal Slices Method. Geotextiles and Geomembranes,2008,26(3)：263-278

DOI: 10.1016/j.geotexmem.2007.09.002

Google Scholar

[2] Christopher Brian Burke. Full-scale shaking table tests and finite element analysis of reinforced soil retaining Wall [dissertation]. Columbia,Canada：Columbia University,2003.

Google Scholar

[3] S.S. Nimbalkar, D.Choudhury, J. N. Mandal.Seismic stability of reinforced-soil wall by pseudo-dynamic method [J].Geosynthetics International, 2006, 13(3):111-119.

DOI: 10.1680/gein.2006.13.3.111

Google Scholar

[4] G. V. Narasimha Reddy, D. Choudhury,M. R. Madhav, E. Saibaba Reddy. Pseudo-dynamic analysis of reinforced soil wall subjected to oblique displacement [J].Geosynthetics International, 2009, 16(2):61-70.

DOI: 10.1680/gein.2009.16.2.61

Google Scholar

[5] Syed Mohd. Ahmad, Deepankar Choudhury. Pseudo-dynamic approach of seismic design for waterfront reinforced soil-wall [J]. Geotextiles and Geomembranes, 2008, 26(4):61-70.

DOI: 10.1016/j.geotexmem.2007.12.004

Google Scholar

[6] B. Munwar Basha, G.L. Sivakumar Babu. Earthquake Resistant Design of Reinforced Soil Structures Using Pseudo Static Method [J]. Engineering and Applied Sciences, 2009, 2(3): 565-572.

DOI: 10.3844/ajeassp.2009.565.572

Google Scholar