Physico-mechanical characteristics of tropical granite boulders in weathered heterogeneous zones for geotechnical design purposes

The presence of isolated or clustered granite boulders in tropical weathered masses commonly formed a very thick heterogeneous zone in weathering Zone 3 to 5. The boulders with various characteristics are always misinterpreted during the geotechnical design process due to being poorly understood a...

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Main Authors: Md Dan, M.F.A., Tonnizam, M. Edy, I. Komoo, I. Komoo, A. Madun, A. Madun, Abu Talib, M.K., Ramadhansyah, P.J., Mohd Taib, A., Abang Hasbollah, D.Z., Md Yusof, Z., Noorasyikin, M.N.
Format: Article
Language:English
Published: Elsevier 2023
Subjects:
Online Access:http://eprints.uthm.edu.my/9085/
http://eprints.uthm.edu.my/9085/1/J15792_b00f8ad404966d945d527aacf3d96fc9.pdf
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author Md Dan, M.F.A.
Tonnizam, M. Edy
I. Komoo, I. Komoo
A. Madun, A. Madun
Abu Talib, M.K.
Ramadhansyah, P.J.
Mohd Taib, A.
Abang Hasbollah, D.Z.
Md Yusof, Z.
Noorasyikin, M.N.
author_facet Md Dan, M.F.A.
Tonnizam, M. Edy
I. Komoo, I. Komoo
A. Madun, A. Madun
Abu Talib, M.K.
Ramadhansyah, P.J.
Mohd Taib, A.
Abang Hasbollah, D.Z.
Md Yusof, Z.
Noorasyikin, M.N.
author_sort Md Dan, M.F.A.
building UTHM Institutional Repository
collection Online Access
description The presence of isolated or clustered granite boulders in tropical weathered masses commonly formed a very thick heterogeneous zone in weathering Zone 3 to 5. The boulders with various characteristics are always misinterpreted during the geotechnical design process due to being poorly understood and studied. This study aims to determine the physico-mechanical characteristics of boulders in different weathering zones for design purposes. The parameters studied include boulder types, porosity, density, durability, point load and uniaxial compressive strength. Results revealed boulders in weathering Zone 3, 4 and 5 can be classified into Type A, B and C, respectively. These boulders have significant differences in physical and mechanical properties. The boulders in Zone 4 and 5 consists of corestone, ringlets and saprolites and the boulders in Zone 3 have no ringlets. Corestones have the highest durability, point load and compressibility strength with a median of 94.5%, 7.80 MPa and 187.07 MPa, respectively. The ringlets possess the highest porosity range of 23.3%–31.3% compared with saprolite. Saprolite in Zone 5 has the lowest durability, point load and compressive strength with respectively less than 7%, 0.22 MPa and 1 MPa. The various characteristics of the boulders in different weathering zones could influence the geotechnical design model.
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spelling uthm-90852023-06-25T07:11:35Z http://eprints.uthm.edu.my/9085/ Physico-mechanical characteristics of tropical granite boulders in weathered heterogeneous zones for geotechnical design purposes Md Dan, M.F.A. Tonnizam, M. Edy I. Komoo, I. Komoo A. Madun, A. Madun Abu Talib, M.K. Ramadhansyah, P.J. Mohd Taib, A. Abang Hasbollah, D.Z. Md Yusof, Z. Noorasyikin, M.N. T Technology (General) The presence of isolated or clustered granite boulders in tropical weathered masses commonly formed a very thick heterogeneous zone in weathering Zone 3 to 5. The boulders with various characteristics are always misinterpreted during the geotechnical design process due to being poorly understood and studied. This study aims to determine the physico-mechanical characteristics of boulders in different weathering zones for design purposes. The parameters studied include boulder types, porosity, density, durability, point load and uniaxial compressive strength. Results revealed boulders in weathering Zone 3, 4 and 5 can be classified into Type A, B and C, respectively. These boulders have significant differences in physical and mechanical properties. The boulders in Zone 4 and 5 consists of corestone, ringlets and saprolites and the boulders in Zone 3 have no ringlets. Corestones have the highest durability, point load and compressibility strength with a median of 94.5%, 7.80 MPa and 187.07 MPa, respectively. The ringlets possess the highest porosity range of 23.3%–31.3% compared with saprolite. Saprolite in Zone 5 has the lowest durability, point load and compressive strength with respectively less than 7%, 0.22 MPa and 1 MPa. The various characteristics of the boulders in different weathering zones could influence the geotechnical design model. Elsevier 2023 Article PeerReviewed text en http://eprints.uthm.edu.my/9085/1/J15792_b00f8ad404966d945d527aacf3d96fc9.pdf Md Dan, M.F.A. and Tonnizam, M. Edy and I. Komoo, I. Komoo and A. Madun, A. Madun and Abu Talib, M.K. and Ramadhansyah, P.J. and Mohd Taib, A. and Abang Hasbollah, D.Z. and Md Yusof, Z. and Noorasyikin, M.N. (2023) Physico-mechanical characteristics of tropical granite boulders in weathered heterogeneous zones for geotechnical design purposes. Physics and Chemistry of the Earth, 129. pp. 1-12. https://doi.org/10.1016/j.pce.2022.103311
spellingShingle T Technology (General)
Md Dan, M.F.A.
Tonnizam, M. Edy
I. Komoo, I. Komoo
A. Madun, A. Madun
Abu Talib, M.K.
Ramadhansyah, P.J.
Mohd Taib, A.
Abang Hasbollah, D.Z.
Md Yusof, Z.
Noorasyikin, M.N.
Physico-mechanical characteristics of tropical granite boulders in weathered heterogeneous zones for geotechnical design purposes
title Physico-mechanical characteristics of tropical granite boulders in weathered heterogeneous zones for geotechnical design purposes
title_full Physico-mechanical characteristics of tropical granite boulders in weathered heterogeneous zones for geotechnical design purposes
title_fullStr Physico-mechanical characteristics of tropical granite boulders in weathered heterogeneous zones for geotechnical design purposes
title_full_unstemmed Physico-mechanical characteristics of tropical granite boulders in weathered heterogeneous zones for geotechnical design purposes
title_short Physico-mechanical characteristics of tropical granite boulders in weathered heterogeneous zones for geotechnical design purposes
title_sort physico-mechanical characteristics of tropical granite boulders in weathered heterogeneous zones for geotechnical design purposes
topic T Technology (General)
url http://eprints.uthm.edu.my/9085/
http://eprints.uthm.edu.my/9085/
http://eprints.uthm.edu.my/9085/1/J15792_b00f8ad404966d945d527aacf3d96fc9.pdf