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Conference Paper: Experimental studies of sloping ground models subject to infiltration

TitleExperimental studies of sloping ground models subject to infiltration
Authors
KeywordsCoefficient of permeability
Earth-retaining structures
Experimental studies
Gravitational forces
Ground deformations
Issue Date2011
Citation
The 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (ARC 2011), Hong Kong, 23-27 May 2011. How to Cite?
AbstractThe physical process of rainfall infiltration is fundamentally important to geotechnical engineering because it plays an important role in slope stability and design of earth retaining structures. The infiltration is generally defined as a process whereby water enters the soil from the ground surface and is governed by the gravitational force, soil suction and the coefficient of permeability. In the current study, a pair of remoulded ground models with simplified geometries, controlled initial conditions and material properties is constructed. It aims to throw light on the rain infiltration mechanism and its effects on ground deformation.
DescriptionOral Presentation - Theme 3 (Session 3.1) - Slopes: no. 79
Persistent Identifierhttp://hdl.handle.net/10722/136215

 

DC FieldValueLanguage
dc.contributor.authorNg, MCen_US
dc.contributor.authorYan, RWMen_US
dc.contributor.authorTham, LGen_US
dc.date.accessioned2011-07-27T02:04:44Z-
dc.date.available2011-07-27T02:04:44Z-
dc.date.issued2011en_US
dc.identifier.citationThe 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (ARC 2011), Hong Kong, 23-27 May 2011.en_US
dc.identifier.urihttp://hdl.handle.net/10722/136215-
dc.descriptionOral Presentation - Theme 3 (Session 3.1) - Slopes: no. 79-
dc.description.abstractThe physical process of rainfall infiltration is fundamentally important to geotechnical engineering because it plays an important role in slope stability and design of earth retaining structures. The infiltration is generally defined as a process whereby water enters the soil from the ground surface and is governed by the gravitational force, soil suction and the coefficient of permeability. In the current study, a pair of remoulded ground models with simplified geometries, controlled initial conditions and material properties is constructed. It aims to throw light on the rain infiltration mechanism and its effects on ground deformation.-
dc.languageengen_US
dc.relation.ispartofProceedings of 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineeringen_US
dc.subjectCoefficient of permeability-
dc.subjectEarth-retaining structures-
dc.subjectExperimental studies-
dc.subjectGravitational forces-
dc.subjectGround deformations-
dc.titleExperimental studies of sloping ground models subject to infiltrationen_US
dc.typeConference_Paperen_US
dc.identifier.emailNg, MC: jaysonng@HKUSUC.hku.hken_US
dc.identifier.emailYan, RWM: ryanyan@hku.hken_US
dc.identifier.emailTham, LG: hrectlg@hku.hk-
dc.identifier.authorityYan, RWM=rp01400en_US
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-84867153778-
dc.identifier.hkuros185590en_US
dc.identifier.hkuros188004-
dc.description.otherThe 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (ARC 2011), Hong Kong, 23-27 May 2011.-

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