Determination of Segari rock slope excavation technique using geological strength index (GSI)
Segari - Ayer Tawar rock materials were generally characterized as slightly weathered (Grade II) to moderately weathered (Grade III). Laboratory tests such as Brazilian tensile strength and point load strength index including direct shear strength were carried out using collected weathering sample f...
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my.uniten.dspace-240972023-05-29T14:55:24Z Determination of Segari rock slope excavation technique using geological strength index (GSI) Roslan R. Omar R.C. Baharuddin I.N.Z. Taha H. Fared M.M. Hashim W.N.S.W. 57159693200 35753735300 55812431300 54279619100 57201605658 57205240746 Segari - Ayer Tawar rock materials were generally characterized as slightly weathered (Grade II) to moderately weathered (Grade III). Laboratory tests such as Brazilian tensile strength and point load strength index including direct shear strength were carried out using collected weathering sample from borehole to assess the rock strength. Hence, index testing was used to predict geological strength index, rock failure criterion from Hoek-Brown and deformation modulus mainly for the classification of rock mass engineering properties. The relationship between the uniaxial compressive strength and geological strength index of rocks were used in proposing suitable methods for cutting the rock slope. � 2018 Authors. Final 2023-05-29T06:55:24Z 2023-05-29T06:55:24Z 2018 Article 10.14419/ijet.v7i4.35.23114 2-s2.0-85059227526 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059227526&doi=10.14419%2fijet.v7i4.35.23114&partnerID=40&md5=76a29d22dd1e9b0568ac6c49e974edbe https://irepository.uniten.edu.my/handle/123456789/24097 7 4 819 822 All Open Access, Bronze, Green Science Publishing Corporation Inc Scopus |
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Segari - Ayer Tawar rock materials were generally characterized as slightly weathered (Grade II) to moderately weathered (Grade III). Laboratory tests such as Brazilian tensile strength and point load strength index including direct shear strength were carried out using collected weathering sample from borehole to assess the rock strength. Hence, index testing was used to predict geological strength index, rock failure criterion from Hoek-Brown and deformation modulus mainly for the classification of rock mass engineering properties. The relationship between the uniaxial compressive strength and geological strength index of rocks were used in proposing suitable methods for cutting the rock slope. � 2018 Authors. |
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57159693200 |
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57159693200 Roslan R. Omar R.C. Baharuddin I.N.Z. Taha H. Fared M.M. Hashim W.N.S.W. |
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Roslan R. Omar R.C. Baharuddin I.N.Z. Taha H. Fared M.M. Hashim W.N.S.W. |
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Roslan R. Omar R.C. Baharuddin I.N.Z. Taha H. Fared M.M. Hashim W.N.S.W. Determination of Segari rock slope excavation technique using geological strength index (GSI) |
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Roslan R. |
title |
Determination of Segari rock slope excavation technique using geological strength index (GSI) |
title_short |
Determination of Segari rock slope excavation technique using geological strength index (GSI) |
title_full |
Determination of Segari rock slope excavation technique using geological strength index (GSI) |
title_fullStr |
Determination of Segari rock slope excavation technique using geological strength index (GSI) |
title_full_unstemmed |
Determination of Segari rock slope excavation technique using geological strength index (GSI) |
title_sort |
determination of segari rock slope excavation technique using geological strength index (gsi) |
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Science Publishing Corporation Inc |
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2023 |
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1806424101309382656 |
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