The 2010–2011 Canterbury earthquake sequence: Environmental effects, seismic triggering thresholds and geologic legacy
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 …
environmental effects. The severity and extent of a given effect relates to the characteristics …
Undrained responses of microbially desaturated sand under monotonic loading
Desaturation is a method for the mitigation of liquefaction of sand. This method has gained
increasing interest in recent years as it may become a more cost-effective solution than …
increasing interest in recent years as it may become a more cost-effective solution than …
Undrained cyclic response of silty sands improved by microbial induced calcium carbonate precipitation
A Zamani, BM Montoya - Soil Dynamics and Earthquake Engineering, 2019 - Elsevier
Loose saturated silty sand can be prone to liquefaction but improving their soil properties is
challenging due to their lower permeability compared to clean sands. Microbial induced …
challenging due to their lower permeability compared to clean sands. Microbial induced …
[PDF][PDF] 最近20 年地震中场地液化现象的回顾与土体液化可能性的评价准则
陈国兴， 金丹丹， 常向东， 李小军， 周国良 - 岩土力学, 2013 - researchgate.net
回顾了1994 年美国Northridge 地震, 1995 年日本阪神地震, 1999 年土耳其Kocaeli 地震, 1999
年台湾集集地震, 2008 年中国汶川地震, 2010 年智利Maule 地震, 2010~ 2011 新西兰Darfield …
年台湾集集地震, 2008 年中国汶川地震, 2010 年智利Maule 地震, 2010~ 2011 新西兰Darfield …
Investigating challenges of in situ delivery of microbial-induced calcium carbonate precipitation (MICP) in fine-grain sands and silty sand
A Zamani, BM Montoya, MA Gabr - Canadian Geotechnical …, 2019 - cdnsciencepub.com
Microbial-induced calcium carbonate precipitation (MICP) is a sustainable soil improvement
method with the potential for improving the engineering properties of sand and silty soils and …
method with the potential for improving the engineering properties of sand and silty soils and …
Fines-content effects on liquefaction hazard evaluation for infrastructure in Christchurch, New Zealand
To assess soil liquefaction hazards for civil infrastructure, several competing liquefaction
evaluation procedures (LEPs) are used to estimate the potential for liquefaction triggering …
evaluation procedures (LEPs) are used to estimate the potential for liquefaction triggering …
Assessment of various CPT based liquefaction severity index frameworks relative to the Ishihara (1985) H1–H2 boundary curves
S van Ballegooy, RA Green, J Lees, F Wentz… - Soil Dynamics and …, 2015 - Elsevier
The objective of the study presented herein is to develop an understanding of the predictive
trends of four different liquefaction severity index frameworks, with emphasis on the utility of …
trends of four different liquefaction severity index frameworks, with emphasis on the utility of …
Fluvial geomorphic factors affecting liquefaction-induced lateral spreading
Liquefaction-induced lateral displacements represent a major geohazard in earthquake-
prone regions, yet the uncertainty associated with their prediction remains notoriously high …
prone regions, yet the uncertainty associated with their prediction remains notoriously high …
[HTML][HTML] Insights from liquefaction ejecta case histories for the 2010–2011 Canterbury earthquakes
A database of detailed liquefaction ejecta case histories for the 2010–2011 Canterbury
earthquakes is interrogated. More than 50 mm of ejecta-induced settlement occurred at …
earthquakes is interrogated. More than 50 mm of ejecta-induced settlement occurred at …
Experimental investigation on fluid characteristics of medium dense saturated fine sand in pre-and post-liquefaction
C Guoxing, Z Enquan, W Zhihua, W Binghui… - Bulletin of Earthquake …, 2016 - Springer
Liquefaction of saturated loose sand is a major cause of extensive damage to buildings and
infrastructures during large earthquakes. A better understanding of the behaviour of …
infrastructures during large earthquakes. A better understanding of the behaviour of …