Seismic response of underground reservoir structures in sand: Evaluation of Class-C and C1 numerical simulations using centrifuge experiments

Author:

Deng Y.H.,Dashti S.,Hushmand A.,Davis C.,Hushmand B.

Funder

Los Angeles Department of Water and Power (LADWP)

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference36 articles.

1. Seismic earth pressures on cantilever retaining structures;Al Atik;J Geotech Geoenviron Eng,2010

2. Seismic design and analysis of retaining walls, buried structures, slopes and embankments;Anderson,2008

3. VELACS: Verification of liquefaction analyses by centrifuge studies, laboratory testing program;Arulmoli,1992

4. Bardet JP, Huang Q, Chi SW. Numerical prediction for model no. 1. In: Proceedings of the international conference on the verification of numerical procedures for the analysis of soil liquefaction problems. Balkema, Netherlands, vol. 1; 1993. pp. 67–86.

5. Bolton MD, Steedman RS. Centrifugal testing of micro-concrete retaining walls subject to base shaking. In: Proceedings of conference on soil dynamics and earthquake engineering, southampton. Balkema, Rotterdam. pp. 311–329.

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