CPT-based liquefaction case histories compiled from three earthquakes in Canterbury, New Zealand
Earthquakes occurring over the past decade in the Canterbury region of New Zealand have
resulted in liquefaction case-history data of unprecedented quantity. This provides the …
resulted in liquefaction case-history data of unprecedented quantity. This provides the …
Fragility functions for liquefaction-induced ground failure
The predicted severity of liquefaction manifested at the ground surface is a popular and
pragmatic proxy of damage potential for infrastructure. Toward this end, the liquefaction …
pragmatic proxy of damage potential for infrastructure. Toward this end, the liquefaction …
Towards consideration of epistemic uncertainty in shear-wave velocity measurements obtained via seismic cone penetration testing (SCPT)
Seismic cone penetration testing (SCPT) is a powerful geotechnical site characterization
tool, allowing for simultaneous collection of routine cone penetration testing data and rapid …
tool, allowing for simultaneous collection of routine cone penetration testing data and rapid …
In situ investigation of false-positive liquefaction sites in Christchurch, New Zealand: Palinurus Road case history
ABSTRACT Over 31,000 cone penetration test (CPT) soundings collected in Christchurch,
New Zealand, in the aftermath of the 2010–2011 Canterbury earthquake sequence (CES) …
New Zealand, in the aftermath of the 2010–2011 Canterbury earthquake sequence (CES) …
Evaluation of a cone penetration test thin-layer correction procedure in the context of global liquefaction model performance
Engineering geologists routinely perform liquefaction hazard assessments using data from
the cone penetration test (CPT). However, the volume of soil mobilized by the CPT acts as a …
the cone penetration test (CPT). However, the volume of soil mobilized by the CPT acts as a …
Site-specific CPT-based fines content correlations using percentile matching
Correlations relating laboratory measured fines content (FC) from borehole samples with
soil behavior type index (IC) measurements from cone penetration tests (CPTs) have large …
soil behavior type index (IC) measurements from cone penetration tests (CPTs) have large …
[图书][B] Influence of Subsurface Spatial Variability on Ground Deformations in Earthquakes
PC Bassal - 2022 - search.proquest.com
Interlayered soil deposits with alternating and discontinuous beds of sands, silts, and clays
underlie and interact with infrastructure worldwide. However, common simplified methods …
underlie and interact with infrastructure worldwide. However, common simplified methods …
[PDF][PDF] Toward Multi-Tier Modeling of Liquefaction Impacts on Transportation Infrastructure
Semi-empirical models based on in situ geotechnical tests have been the standard-of-
practice for predicting soil liquefaction since 1971. More recently, prediction models based …
practice for predicting soil liquefaction since 1971. More recently, prediction models based …
Effects of Plasticity and Fine Percentage on the Unstable Behaviors of Clayey Sands
O Naeemifar, S Yasrobi - AUT Journal of Civil Engineering, 2022 - ajce.aut.ac.ir
This paper covers the results of a comprehensive study on the unstable behaviors of clayey
sands with special attention to the comparison of the fine content and its plasticity effects. Tri …
sands with special attention to the comparison of the fine content and its plasticity effects. Tri …
Liquefaction Evaluation of Palinurus Road Site in Christchurch after 2010–2011 Canterbury Earthquake Sequence
S Zaregarizi, M Khosravi, B Kamrani - Geo-Congress 2022, 2022 - ascelibrary.org
This study aims to investigate the liquefaction prediction and sediment manifestation of
Palinurus Road site in Christchurch, New Zealand, subjected to September 2010 Darfield …
Palinurus Road site in Christchurch, New Zealand, subjected to September 2010 Darfield …