Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/79885
Full metadata record
DC FieldValueLanguage
dc.contributor.authorRahardjo, Hariantoen
dc.contributor.authorSatyanaga, Alfrendoen
dc.contributor.authorLeong, Eng Choonen
dc.contributor.authorNg, Yew Songen
dc.date.accessioned2011-10-11T04:43:59Zen
dc.date.accessioned2019-12-06T13:36:03Z-
dc.date.available2011-10-11T04:43:59Zen
dc.date.available2019-12-06T13:36:03Z-
dc.date.copyright2010en
dc.date.issued2010en
dc.identifier.citationRahardjo, H., Satyanaga, A., Leong, E. C., & Ng, Y. S. (2010). Effects of Groundwater Table Position and Soil Properties on Stability of Slope during Rainfall. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136(11), 1555-1564.en
dc.identifier.issn1090-0241en
dc.identifier.urihttps://hdl.handle.net/10356/79885-
dc.description.abstractRainfall, hydrological condition, and geological formation of slope are important contributing factors to slope failures. Parametric studies were carried out to study the effect of groundwater table position, rainfall intensities, and soil properties in affecting slope stability. Three different groundwater table positions corresponding to the wettest, typical, and driest periods in Singapore and four different rainfall intensities 9, 22, 36, and 80 mm/h were used in the numerical analyses. Typical soil properties of two main residual soils from the Bukit Timah Granite and the sedimentary Jurong Formation in Singapore were incorporated into the numerical analyses. The changes in factor of safety during rainfall were not affected significantly by the groundwater table near the ground surface due to the relatively small changes in matric suction during rainfall. A delay in response of the minimum factor of safety due to rainfall and a slower recovery rate after rainfall were observed in slopes from the sedimentary Jurong Formation as compared to those slopes from the Bukit Timah Granite. Numerical analyses of an actual residual soil slope from the Bukit Timah Granite at Marsiling Road and a residual soil slope from the sedimentary Jurong Formation at Jalan Kukoh show good agreement with the trends observed in the parametric studies.en
dc.format.extent10 p.en
dc.language.isoenen
dc.relation.ispartofseriesJournal of geotechnical and geoenvironmental engineering, ASCEen
dc.rights© 2010 ASCE. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of Geotechnical and Geoenvironmental Engineering, ASCE. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0000385 ]en
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen
dc.titleEffects of groundwater table position and soil properties on stability of slope during rainfallen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1061/(ASCE)GT.1943-5606.0000385en
dc.description.versionAccepted versionen
item.fulltextWith Fulltext-
item.grantfulltextopen-
Appears in Collections:CEE Journal Articles
Files in This Item:
File Description SizeFormat 
Effects of Groundwater Table Position and Soil Properties on Stability of Slope during Rainfall.pdfMain article2.62 MBAdobe PDFThumbnail
View/Open

SCOPUSTM   
Citations 5

128
Updated on Mar 22, 2024

Web of ScienceTM
Citations 5

106
Updated on Oct 26, 2023

Page view(s) 1

1,860
Updated on Mar 27, 2024

Download(s) 1

3,179
Updated on Mar 27, 2024

Google ScholarTM

Check

Altmetric


Plumx

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.