Modelling spiky acceleration response of dilative sand deposits during earthquakes with emphasis on large post-liquefaction deformation

Author:

Wang Gang,Wei Xing,Zhao John

Publisher

Springer Science and Business Media LLC

Subject

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

Reference40 articles.

1. Aguirre J and Irikura K (1997), “Nonlinearity, Liquefaction, and Velocity Variation of Soft Soil Layers in Port Island, Kobe, during the Hyogo-ken Nanbu Earthquake,” Bulletin of the Seismological Society of America, 87(5): 1244–1258.

2. Arulanandan K and Scott RF (1993), “Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems,” Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems: Proceedings of the International Conference on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Davis, California, USA, 17–20.

3. A.A. Balkema. Bhattacharya S, Hyodo M, Goda K, Tazoh T and Taylor CA (2011), “Liquefaction of Soil in the Tokyo Bay Area from the 2011 Tohoku (Japan) Earthquake,” Soil Dynamics and Earthquake Engineering, 31(11): 1618–1628.

4. Bonilla LF, Archuleta RJ and Lavallée D (2005), “Hysteretic and Dilatant Behavior of Cohesionless Soils and Their Effects on Nonlinear Site Response: Field Data Observations and Modeling,” Bulletin of the Seismological Society of America, 95(6): 2373–2395.

5. Bradley BA (2012), “Strong Ground Motion Characteristics Observed in the 4 September 2010 Darfield, New Zealand Earthquake,” Soil Dynamics and Earthquake Engineering, 42(4): 32–46.

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