Liquefaction response of gravel-sand-silt reclamations from 1D effective stress analysis
R Dhakal, M Cubrinovski - Japanese Geotechnical Society Special …, 2024 - jstage.jst.go.jp
ABSTRACT The 2016 Mw7. 8 Kaikōura earthquake caused widespread liquefaction in the
port of Wellington, New Zealand (CentrePort). Several challenges and limitations in the …
port of Wellington, New Zealand (CentrePort). Several challenges and limitations in the …
[PDF][PDF] CPT-based evaluation of liquefaction-induced settlement for reclaimed gravelly soil
R Dhakal, M Cubrinovski - Proc. Canadian Conference-Pacific Conference …, 2023 - caee.ca
Gravelly soils are not well represented in current semi-empirical liquefaction evaluation
procedures, which raises the question whether state-of-the-practice liquefaction evaluation …
procedures, which raises the question whether state-of-the-practice liquefaction evaluation …
[PDF][PDF] CPT-based evaluation of relative density for reclaimed gravel-sand-silt mixtures
R Dhakal, M Cubrinovski - Proceedings of the 14th Australia and …, 2023 - researchgate.net
Most empirical correlations between relative density (DR) and penetration resistance are
derived for sands, with few exceptions. Presence of gravel in sandy soils is known to …
derived for sands, with few exceptions. Presence of gravel in sandy soils is known to …
Development of Ground Motion Input in 2D Finite Difference Analysis of the Case History of CentrePort, Wellington, in the Kaikōura 2016 Mw7. 8 Earthquake
B Xu, A Athanasopoulos-Zekkos - Geo-Congress 2024 - ascelibrary.org
We performed 2D dynamic finite-difference analyses, to understand the effects of gravelly
soil liquefaction on the performance of CentrePort, under the Kaikōura, New Zealand, 2016 …
soil liquefaction on the performance of CentrePort, under the Kaikōura, New Zealand, 2016 …