A Displacement Based Study on Seismic Coefficient (kh) for Stiffer Wrap-Faced GRS Wall System

Author:

Ray Arpita,Srusti Bala Harsha Teja,Prashant Amit

Publisher

Springer International Publishing

Reference15 articles.

1. Burke, C.B.: Large-scale shaking table tests and finite element analysis of reinforced soil retaining walls. Ph.D. thesis, Columbia University, September 2004

2. Ebeling, R.M., Morrison Jr, E.E.: The seismic design of waterfront retaining structures, US Army. Technical report ITL-92-11, US Navy Technical report NCEL Tr-939, Mississippi, November 1992

3. Huang, C.C.: Seismic responses of vertical-faced wrap-around reinforced soil walls. Geosynthetics Int. 26(2), 146–163 (2019). ISSN: 1072-6349, E-ISSN: 1751-7613. https://doi.org/10.1680/jgein.18.00044

4. Hudson, M., Idriss, I.M., Beikae, M.: QUAD4M – a computer program to evaluate the seismic response of the soil structures using finite element procedures and incorporating a compliant base. User’s Manual. Centre for Geotechnical Modelling, Department of Civil and Environmental Engineering. University of California, Davis, California (1994)

5. Joyner, W.B., Chen, A.T.F.: Calculation of nonlinear ground response in earthquakes. Bull. Seismol. Soc. Am. 65(5), 1315–1336 (1975)

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