File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Deformation and crack development of a nailed loose fill slope subjected to water infiltration

TitleDeformation and crack development of a nailed loose fill slope subjected to water infiltration
Authors
Zhou, YDCheuk, CYTham, LG
KeywordsChina
Crack
Full-scale test
Hong Kong
Loose fill slope
Movement
Soil nail
Water infiltration
Issue Date2009
Citation
Landslides, 2009, v. 6 n. 4, p. 299-308 How to Cite?
DOI: http://dx.doi.org/10.1007/s10346-009-0162-7
AbstractThe paper presents the characteristics of progressive movement and crack development observed in a loose fill slope reinforced by soil nails subjected to water infiltration. The purpose-built test slope was constructed by end-tipping completely decomposed granite on moderately gentle sloping ground with minimal compaction, and two rows of soil nails were installed after completion of the slope. Based on the field monitoring data obtained from a comprehensive instrumentation system, this field test has identified the initiation and development mechanism of deformation, including crack propagation in the test slope. The test results on the temporal and spatial variation of wetting-induced movement, water content distribution, and suction change as well as the formation and propagation of surficial cracks are presented. The causative mechanisms of wetting-induced deformations and their implications on the stability of nailed fill slopes are also presented and discussed. © Springer-Verlag 2009.
Persistent Identifierhttp://hdl.handle.net/10722/150511
ISSN
1612-510X
2021 Impact Factor: 6.153
2020 SCImago Journal Rankings: 1.910
ISI Accession Number ID
WOS:000272159800004
Funding AgencyGrant Number
University of Hong Kong7171/06E
Funding Information:

The authors acknowledge the support by Grant no. 7171/06E of the University of Hong Kong.

References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorZhou, YDen_HK
dc.contributor.authorCheuk, CYen_HK
dc.contributor.authorTham, LGen_HK
dc.date.accessioned2012-06-26T06:05:20Z-
dc.date.available2012-06-26T06:05:20Z-
dc.date.issued2009en_HK
dc.identifier.citationLandslides, 2009, v. 6 n. 4, p. 299-308en_HK
dc.identifier.issn1612-510Xen_HK
dc.identifier.urihttp://hdl.handle.net/10722/150511-
dc.description.abstractThe paper presents the characteristics of progressive movement and crack development observed in a loose fill slope reinforced by soil nails subjected to water infiltration. The purpose-built test slope was constructed by end-tipping completely decomposed granite on moderately gentle sloping ground with minimal compaction, and two rows of soil nails were installed after completion of the slope. Based on the field monitoring data obtained from a comprehensive instrumentation system, this field test has identified the initiation and development mechanism of deformation, including crack propagation in the test slope. The test results on the temporal and spatial variation of wetting-induced movement, water content distribution, and suction change as well as the formation and propagation of surficial cracks are presented. The causative mechanisms of wetting-induced deformations and their implications on the stability of nailed fill slopes are also presented and discussed. © Springer-Verlag 2009.en_HK
dc.languageengen_US
dc.relation.ispartofLandslidesen_HK
dc.subjectChinaen_HK
dc.subjectCracken_HK
dc.subjectFull-scale testen_HK
dc.subjectHong Kongen_HK
dc.subjectLoose fill slopeen_HK
dc.subjectMovementen_HK
dc.subjectSoil nailen_HK
dc.subjectWater infiltrationen_HK
dc.titleDeformation and crack development of a nailed loose fill slope subjected to water infiltrationen_HK
dc.typeArticleen_HK
dc.identifier.emailZhou, YD: zhouyuande@gmail.comen_HK
dc.identifier.emailTham, LG: hrectlg@hku.hken_HK
dc.identifier.authorityZhou, YD=rp00215en_HK
dc.identifier.authorityTham, LG=rp00176en_HK
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1007/s10346-009-0162-7en_HK
dc.identifier.scopuseid_2-s2.0-70549093278en_HK
dc.identifier.hkuros162454-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-70549093278&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume6en_HK
dc.identifier.issue4en_HK
dc.identifier.spage299en_HK
dc.identifier.epage308en_HK
dc.identifier.isiWOS:000272159800004-
dc.publisher.placeGermanyen_HK
dc.identifier.scopusauthoridZhou, YD=7405363896en_HK
dc.identifier.scopusauthoridCheuk, CY=16240702800en_HK
dc.identifier.scopusauthoridTham, LG=7006213628en_HK
dc.identifier.citeulike5329032-
dc.identifier.issnl1612-510X-

Export via OAI-PMH Interface in XML Formats

OR

Export to Other Non-XML Formats