Please use this identifier to cite or link to this item:
https://hdl.handle.net/10356/101482
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Rahardjo, Harianto | en |
dc.contributor.author | Leong, Eng Choon | en |
dc.contributor.author | Lee, T. T. | en |
dc.contributor.author | Rezaur, R. B. | en |
dc.date.accessioned | 2011-12-06T05:58:47Z | en |
dc.date.accessioned | 2019-12-06T20:39:08Z | - |
dc.date.available | 2011-12-06T05:58:47Z | en |
dc.date.available | 2019-12-06T20:39:08Z | - |
dc.date.copyright | 2006 | en |
dc.date.issued | 2006 | en |
dc.identifier.citation | Rahardjo, H., Lee, T. T., Leong, E. C., & Rezaur, R. B. (2006). Reply to the discussion by A.C. Londono on "Response of a residual soil slope to rainfall". Canadian Geotechnical Journal, 43(9), 979-984. | en |
dc.identifier.uri | https://hdl.handle.net/10356/101482 | - |
dc.description.abstract | We would like to thank the discusser for her interest in our paper and appreciate her thoughts and views on our paper. In water content, and pore-water pressures to various rainfall conditions and attempted to qualify the flux boundary conditions required for seepage analyses associated with rainfall-induced slope failures. | en |
dc.language.iso | en | en |
dc.relation.ispartofseries | Canadian geotechnical journal | en |
dc.rights | © 2006 Canadian Science Publishing | en |
dc.subject | DRNTU::Engineering::Civil engineering::Geotechnical | en |
dc.title | Reply to the discussion by A.C. Londono on "Response of a residual soil slope to rainfall" | en |
dc.type | Journal Article | en |
dc.contributor.school | School of Civil and Environmental Engineering | en |
dc.identifier.doi | 10.1139/t06-085 | en |
dc.description.version | Accepted version | en |
item.fulltext | No Fulltext | - |
item.grantfulltext | none | - |
Appears in Collections: | CEE Journal Articles |
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