Liquefaction resistance of Christchurch sandy soil deposits obtained from cyclic direct simple shear tests and CPT-based methods
Liquefaction resistance of Christchurch sandy soil deposits obtained from cyclic direct simple shear tests and CPT-based methods
C. Cappellaro; Misko Cubrinovski; Gabriele Chiaro; M. E. Stringer; Jonathan D. Bray; Michael Riemer
13th Australia - New Zealand Conference on Geomechanics (Perth, 2019)
Theme 13. Seismic Engineering
Liquefaction Engineering, Soil Dynamics Testing in the Laboratory, Cone Penetration Testing (CPT)
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