Liquefaction-induced building movements

Author:

Bray Jonathan D.,Dashti Shideh

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference57 articles.

1. Adalier K, Elgamal A (2005) Liquefaction of over-consolidated sand: a centrifuge investigation. J Earthq Eng 9(1):127–150

2. Anastasoplous I, Gelagoti F, Kourkoulis R, Gazetas G (2011) Simplified constitutive model for simulation of cyclic response of shallow foundations: validation against laboratory tests. J Geotech Geoenviron Eng ASCE 137(12):1154–1168

3. Andrianopoulos KI, Papadimitriou AG, Bouckovalas GD (2010) Bounding surface plasticity model for the seismic liquefaction analysis of geostructures. Soil Dyn Earthq Eng 30(10):895-911

4. Arias A (1970) A measure of earthquake intensity. In: Hansen RJ (ed) Seismic design for nuclear power plants. MIT Press, Cambridge

5. Arulmoli K, Muraleetharan KK, Hossain MM, Fruth LS (1992) VELACS: verification of liquefaction analyses by centrifuge studies, Laboratory Testing Program. Soil data report. Project No. 90-0562. The Earth Technology Corporation, Irvine

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