Please use this identifier to cite or link to this item: http://sutir.sut.ac.th:8080/jspui/handle/123456789/10284
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dc.contributor.advisorKittitep Fuenkajornen_US
dc.contributor.authorThanawat Sasenen_US
dc.date.accessioned2025-07-14T08:43:08Z-
dc.date.available2025-07-14T08:43:08Z-
dc.date.issued2024-
dc.identifier.urihttp://sutir.sut.ac.th:8080/jspui/handle/123456789/10284-
dc.language.isoenen_US
dc.publisherSchool of Geotechnology Institute of Engineering Suranaree University of Technologyen_US
dc.subjectHoek-Brown criterion-
dc.subjectCompressive strength-
dc.subjectElastic Modolus-
dc.subjectPoisson's Ratio-
dc.subjectLoading path-
dc.titleComparison between single and multi-stage triaxial compressive strengths of some rock typesen_US
dc.title.alternativeการเปรียบเทียบกำลังกดในสามแกนแบบขั้นตอนเดียวและแบบหลายขั้นตอนของหินบางชนิดen_US
dc.typethesisen_US
dc.degree.nameMaster of Engineering-
dc.degree.levelMaster's Degree-
dc.degree.disciplineCivil, Transportation and Geo-resources-
dc.degree.grantorSuranaree University of Technology-
Appears in Collections:วิทยานิพนธ์ (Thesis)

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