The 2010–2011 Canterbury earthquake sequence: Environmental effects, seismic triggering thresholds and geologic legacy

MC Quigley, MW Hughes, BA Bradley, S van Ballegooy… - Tectonophysics, 2016 - Elsevier
Seismic shaking and tectonic deformation during strong earthquakes can trigger widespread
environmental effects. The severity and extent of a given effect relates to the characteristics …

System response of liquefiable deposits

M Cubrinovski, A Rhodes, N Ntritsos… - Soil Dynamics and …, 2019 - Elsevier
Detailed geotechnical characterization and in-depth liquefaction assessment using seismic
effective stress analyses are presented for 55 liquefaction case histories (sites) from …

Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground

X Wang, A Shafieezadeh, A Ye - Bulletin of Earthquake Engineering, 2018 - Springer
Seismic intensity measures (IMs) perform a pivotal role in probabilistic seismic demand
modeling. Many studies investigated appropriate IMs for structures without considering soil …

Modelling and validation of liquefaction potential index of fine-grained soils using ensemble learning paradigms

S Ghani, SC Sapkota, RK Singh, A Bardhan… - Soil Dynamics and …, 2024 - Elsevier
This study explores the utilization of ensemble-based soft computing techniques for
predicting the liquefaction potential of fine-grained soils. Generally, deterministic methods …

A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading

X Wang, F Luo, A Ye - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
This paper proposes a holistic framework for seismic analysis of extended pile-shaft-
supported bridges experiencing different extents of liquefaction and lateral spreading. To …

[HTML][HTML] Moving towards an improved index for assessing liquefaction hazard: Lessons from historical data

BW Maurer, RA Green, ODS Taylor - Soils and foundations, 2015 - Elsevier
Abstract While Liquefaction Potential Index (LPI) has been used to assess liquefaction
hazards worldwide, evaluations of LPI during recent earthquakes have found its …

[HTML][HTML] 8th Ishihara lecture: Holistic evaluation of liquefaction response

M Cubrinovski, N Ntritsos - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
Soil liquefaction during earthquakes is a highly dynamic process involving rapid
development of excess pore water pressures (EPWP), reduction in soil stiffness and …

Select liquefaction case histories from the 2010–2011 Canterbury earthquake sequence

RA Green, M Cubrinovski, B Cox, C Wood… - Earthquake …, 2014 - journals.sagepub.com
The 2010–2011 Canterbury earthquake sequence began with the 4 September 2010, Mw7.
1 Darfield earthquake and includes up to ten events that induced liquefaction. Most notably …

Critical state soil mechanics for cyclic liquefaction and postliquefaction behavior: DEM study

MM Rahman, HBK Nguyen, AB Fourie… - Journal of Geotechnical …, 2021 - ascelibrary.org
Discrete-element method (DEM) simulations of three-dimensional (3D) assemblies of
ellipsoid particles were used to evaluate the critical state (CS) for both drained and …

Development of region-specific soil behavior type index correlations for evaluating liquefaction hazard in Christchurch, New Zealand

BW Maurer, RA Green, S Van Ballegooy… - Soil Dynamics and …, 2019 - Elsevier
Utilizing an unprecedented database of field and laboratory test data from Christchurch,
New Zealand, this study develops deterministic and probabilistic correlations relating the …