Please use this identifier to cite or link to this item: https://ptsldigital.ukm.my/jspui/handle/123456789/420274
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dc.contributor.authorKotera H.-
dc.contributor.authorMatsui T.-
dc.contributor.authorSakemi T.-
dc.date.accessioned2023-08-04T02:56:31Z-
dc.date.available2023-08-04T02:56:31Z-
dc.identifier.otherukmvital:49375-
dc.identifier.urihttps://ptsldigital.ukm.my/jspui/handle/123456789/420274-
dc.language.isoen-
dc.publisherChinese Institute of Civil and Hydraulic Engineering, Southeast Asian Geotechnical Society-
dc.subjectClay ground-
dc.subjectForced dewatering method-
dc.subjectForced dewatering method-
dc.subjectClay ground-
dc.subjectReinforced slope-
dc.subjectResiduel soil-
dc.subjectDesign Method-
dc.titleBehaviour of improved clay ground by the forced dewatering method-
dc.typeSeminar Papers-
dc.identifier.callnoTA710.A1S68 1990 katsem-
dc.contributor.conferencenameSoutheast Asian Geotechnical Conference-
dc.coverage.conferencelocationTaipei-
dc.date.conferencedate16-Apr-90-
Appears in Collections:Seminar Papers/ Proceedings / Kertas Kerja Seminar/ Prosiding

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