Rock mass classification and geo-resistivity properties of granite from Pahang, Malaysia

In tropical climate, exposed rocks are significantly weathered to form extensive weathering profile, which greatly affect the engineering integrity of the material. Geophysical method such as the electrical resistivity mapping have increasingly being used in the classification of the geoengineering...

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Main Authors: Ahmad Faiz, Salmanfarsi, Haryati, Awang
Format: Article
Language:English
Published: Penerbit UMP 2025
Subjects:
Online Access:https://umpir.ump.edu.my/id/eprint/43136/
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author Ahmad Faiz, Salmanfarsi
Haryati, Awang
author_facet Ahmad Faiz, Salmanfarsi
Haryati, Awang
author_sort Ahmad Faiz, Salmanfarsi
building UMP Institutional Repository
collection Online Access
description In tropical climate, exposed rocks are significantly weathered to form extensive weathering profile, which greatly affect the engineering integrity of the material. Geophysical method such as the electrical resistivity mapping have increasingly being used in the classification of the geoengineering properties of rock slope alongside conventional field and laboratory testing. In this study, comprehensive assessment of the weathered granite are carried out on selected exposed granite slopes in the Karak-Lanchang area, Pahang. Petrological analysis indicated quartz minerals as being the most stable mineral among the weathering grade. With increasing weathering grade, for physical properties of the granite of porosity and moisture content shows positive trend, whereas the specific gravity, slake durability index, and ultrasonic pulse velocity shows negative trend; for mechanical properties, the surface hardness rebound value, point load strength, and uniaxial compressive strength shows negative trend with increase of weathering grade. Mapping from the resistivity zones correlate with five zones of weathering grade, ranging from <200Ωm for Grade V and up to 3000Ωm for Grade I. The electrical resistivity value would also correspond to the different engineering properties of the weathered granite. Engineering properties results indicate the mechanical behaviour of high durability to very high durability and medium strength to very high strength of the rock material. Rock mass rating of the slopes fall under Class II (‘good’). The results from electrical resistivity mapping, engineering tests, and rock mass classification indicate the slopes to be intact. From the results, a general geo-engineering properties of weathered granite is proposed
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institution Universiti Malaysia Pahang
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spelling ump-431362025-09-23T05:03:03Z https://umpir.ump.edu.my/id/eprint/43136/ Rock mass classification and geo-resistivity properties of granite from Pahang, Malaysia Ahmad Faiz, Salmanfarsi Haryati, Awang TA Engineering (General). Civil engineering (General) TN Mining engineering. Metallurgy In tropical climate, exposed rocks are significantly weathered to form extensive weathering profile, which greatly affect the engineering integrity of the material. Geophysical method such as the electrical resistivity mapping have increasingly being used in the classification of the geoengineering properties of rock slope alongside conventional field and laboratory testing. In this study, comprehensive assessment of the weathered granite are carried out on selected exposed granite slopes in the Karak-Lanchang area, Pahang. Petrological analysis indicated quartz minerals as being the most stable mineral among the weathering grade. With increasing weathering grade, for physical properties of the granite of porosity and moisture content shows positive trend, whereas the specific gravity, slake durability index, and ultrasonic pulse velocity shows negative trend; for mechanical properties, the surface hardness rebound value, point load strength, and uniaxial compressive strength shows negative trend with increase of weathering grade. Mapping from the resistivity zones correlate with five zones of weathering grade, ranging from <200Ωm for Grade V and up to 3000Ωm for Grade I. The electrical resistivity value would also correspond to the different engineering properties of the weathered granite. Engineering properties results indicate the mechanical behaviour of high durability to very high durability and medium strength to very high strength of the rock material. Rock mass rating of the slopes fall under Class II (‘good’). The results from electrical resistivity mapping, engineering tests, and rock mass classification indicate the slopes to be intact. From the results, a general geo-engineering properties of weathered granite is proposed Penerbit UMP 2025-05-02 Article PeerReviewed pdf en cc_by_nc_4 https://umpir.ump.edu.my/id/eprint/43136/1/Rock%20mass%20classification%20and%20geo%20resistivity%20properties%20of%20granite%20from%20Pahang.pdf Ahmad Faiz, Salmanfarsi and Haryati, Awang (2025) Rock mass classification and geo-resistivity properties of granite from Pahang, Malaysia. Construction, 5 (1). pp. 1-17. ISSN 2785-8731. (Published) https://doi.org/10.15282/construction.v5i1.11407 https://doi.org/10.15282/construction.v5i1.11407 https://doi.org/10.15282/construction.v5i1.11407
spellingShingle TA Engineering (General). Civil engineering (General)
TN Mining engineering. Metallurgy
Ahmad Faiz, Salmanfarsi
Haryati, Awang
Rock mass classification and geo-resistivity properties of granite from Pahang, Malaysia
title Rock mass classification and geo-resistivity properties of granite from Pahang, Malaysia
title_full Rock mass classification and geo-resistivity properties of granite from Pahang, Malaysia
title_fullStr Rock mass classification and geo-resistivity properties of granite from Pahang, Malaysia
title_full_unstemmed Rock mass classification and geo-resistivity properties of granite from Pahang, Malaysia
title_short Rock mass classification and geo-resistivity properties of granite from Pahang, Malaysia
title_sort rock mass classification and geo-resistivity properties of granite from pahang, malaysia
topic TA Engineering (General). Civil engineering (General)
TN Mining engineering. Metallurgy
url https://umpir.ump.edu.my/id/eprint/43136/
https://umpir.ump.edu.my/id/eprint/43136/
https://umpir.ump.edu.my/id/eprint/43136/