Please use this identifier to cite or link to this item: https://ptsldigital.ukm.my/jspui/handle/123456789/457906
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dc.contributor.authorAmlan Yunus
dc.date.accessioned2023-09-12T09:15:17Z-
dc.date.available2023-09-12T09:15:17Z-
dc.date.issued1995
dc.identifier.otherukmvital:1410
dc.identifier.urihttps://ptsldigital.ukm.my/jspui/handle/123456789/457906-
dc.language.isomay
dc.publisherUKM, Bangi
dc.relationFaculty of Engineering and Built Environment / Fakulti Kejuruteraan dan Alam Bina
dc.rightsUKM
dc.subjectShear strenght of soils - testing - Case studies
dc.subjectSoils - Perak
dc.subjectTanah
dc.subjectCiri kekuatan
dc.subjectUjian ricih terus
dc.titleCiri-ciri kekuatan tanah c, 0 menggunakan ujian ricih terus bagi tanah baki
dc.typetheses
dc.identifier.callnoTA455.S6A44 1995
Appears in Collections:Faculty of Engineering and Built Environment / Fakulti Kejuruteraan dan Alam Bina

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