Characterisation of the behaviour of liquefaction triggering in a cyclic undrained simple shear test setting

Author:

Portugal Hugo1,Sigaran-Loria Carolina2,Brinkgreve Ronald3

Affiliation:

1. Ramboll

2. Royal HaskoningDHV

3. TU Delft

Publisher

The Japanese Geotechnical Society

Reference22 articles.

1. 1) Armstrong, R.J. (2018): Numerical analysis of LEAP centrifuge tests using a practice-based approach. In: Soil Dynamics and Earthquake Engineering, vol 133, 793-803. DOI: http://dx.doi.org/10.1016/j.soildyn.2017.06.025

2. 2) Beaty, M.H. and Byrne, P.M. (2011): UBCSAND constitutive model (Version 904aR). University of British Columbia.

3. 3) Boulanger, R.W. and Ziotopoulou, K. (2017): PM4Sand, a sand plasticity model for earthquake engineering applications (Version 3.1). University of California, Davis.

4. 4) Carey, T. et al. (2018): LEAP-GWU-2015 centrifuge test at UC Davis. In: Soil Dynamics and Earthquake Engineering, vol 113, pp 663-670. DOI: https://doi.org/10.1016/j.soildyn.2017.01.030

5. 5) Cooper Lab (2013): Dry densities Ottawa F-65 sand.

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