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Conference Paper: The role of particle breakage in soil creep

TitleThe role of particle breakage in soil creep
Authors
Issue Date2011
Citation
The 2nd International FLAC/DEM Symposium on Numerical Modeling, Melbourne, Australia, 14-16 February 2011. How to Cite?
AbstractCreep of platelets clay or sand under high stress is mostly derived from particle breakage. This paper investigates the hypothesis for the mechanism of soil creep, which is crack growth induced particle breakage. A mathematical model which is able to simulate the effects of crack growth leading to the crushing of grains under high stress was discussed in Kwok et al. (2008). This DEM technique was then applied to the simulation of creep in a triaxial test with 378 breakable grains. The DEM results show that crack growth can lead to softening of samples with volumetric contraction due to grain breakage accompanying dilation due to shearing. Creep induced failure might be anticipated when the axial strain reaches about 5%.
DescriptionSession 12: Coupled & Time-Dependent Processes
Persistent Identifierhttp://hdl.handle.net/10722/140693

 

DC FieldValueLanguage
dc.contributor.authorKwok, CYen_US
dc.contributor.authorBolton, MDen_US
dc.date.accessioned2011-09-23T06:17:45Z-
dc.date.available2011-09-23T06:17:45Z-
dc.date.issued2011en_US
dc.identifier.citationThe 2nd International FLAC/DEM Symposium on Numerical Modeling, Melbourne, Australia, 14-16 February 2011.en_US
dc.identifier.urihttp://hdl.handle.net/10722/140693-
dc.descriptionSession 12: Coupled & Time-Dependent Processes-
dc.description.abstractCreep of platelets clay or sand under high stress is mostly derived from particle breakage. This paper investigates the hypothesis for the mechanism of soil creep, which is crack growth induced particle breakage. A mathematical model which is able to simulate the effects of crack growth leading to the crushing of grains under high stress was discussed in Kwok et al. (2008). This DEM technique was then applied to the simulation of creep in a triaxial test with 378 breakable grains. The DEM results show that crack growth can lead to softening of samples with volumetric contraction due to grain breakage accompanying dilation due to shearing. Creep induced failure might be anticipated when the axial strain reaches about 5%.-
dc.languageengen_US
dc.relation.ispartofInternational FLAC/DEM Symposium on Numerical Modelingen_US
dc.titleThe role of particle breakage in soil creepen_US
dc.typeConference_Paperen_US
dc.identifier.emailKwok, CY: fkwok8@hku.hken_US
dc.identifier.authorityKwok, CY=rp01344en_US
dc.identifier.hkuros192430en_US
dc.description.otherThe 2nd International FLAC/DEM Symposium on Numerical Modeling, Melbourne, Australia, 14-16 February 2011.-

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