Ciri-ciri kejuruteraan tanah baki granit di Semenanjung Malaysia

Knowledge on characteristics and correlation between soil properties is important in design and construction. The objectives of this study are to determine the engineering characteristics of granite residual soil found in Peninsular Malaysia. The granite residual soils can be classified as clay to s...

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Main Authors: Marto, Aminaton, Kasim, Fauziah, Yusof, Mohd. Fairus
Format: Article
Language:English
Published: Faculty of Civil Engineering, UTM 2004
Subjects:
Online Access:http://eprints.utm.my/8276/1/AminatonMarto2004_Ciri-CiriKejuruteraanTanahBakiGranit.PDF
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author Marto, Aminaton
Kasim, Fauziah
Yusof, Mohd. Fairus
author_facet Marto, Aminaton
Kasim, Fauziah
Yusof, Mohd. Fairus
author_sort Marto, Aminaton
collection ePrints
description Knowledge on characteristics and correlation between soil properties is important in design and construction. The objectives of this study are to determine the engineering characteristics of granite residual soil found in Peninsular Malaysia. The granite residual soils can be classified as clay to silty sand with low to high plasticity. The natural moisture contents increase with depth and clay content, and range from 10% to 40 %. The specific gravity range from 2.50 to 2.74. Compression index, coefficient of consolidation and coefficient of permeability range from 0.11 to 0.42, 1.53 to 49.64 m2year-I and 1.1 x 10-11 to 9.86 x 10-9 ms-', respectively. The effective cohesions were between of 0 and 36.4 kNm-2 while the effective friction angles ranged from 16° 31°. Several correlations between residual soil characteristics were developed. These correlations can be indirectly used as guidelines in the preliminary design of structures.
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spelling utm.eprints-82762017-03-14T08:55:32Z http://eprints.utm.my/8276/ Ciri-ciri kejuruteraan tanah baki granit di Semenanjung Malaysia Marto, Aminaton Kasim, Fauziah Yusof, Mohd. Fairus TA Engineering (General). Civil engineering (General) Knowledge on characteristics and correlation between soil properties is important in design and construction. The objectives of this study are to determine the engineering characteristics of granite residual soil found in Peninsular Malaysia. The granite residual soils can be classified as clay to silty sand with low to high plasticity. The natural moisture contents increase with depth and clay content, and range from 10% to 40 %. The specific gravity range from 2.50 to 2.74. Compression index, coefficient of consolidation and coefficient of permeability range from 0.11 to 0.42, 1.53 to 49.64 m2year-I and 1.1 x 10-11 to 9.86 x 10-9 ms-', respectively. The effective cohesions were between of 0 and 36.4 kNm-2 while the effective friction angles ranged from 16° 31°. Several correlations between residual soil characteristics were developed. These correlations can be indirectly used as guidelines in the preliminary design of structures. Faculty of Civil Engineering, UTM 2004 Article PeerReviewed application/pdf en http://eprints.utm.my/8276/1/AminatonMarto2004_Ciri-CiriKejuruteraanTanahBakiGranit.PDF Marto, Aminaton and Kasim, Fauziah and Yusof, Mohd. Fairus (2004) Ciri-ciri kejuruteraan tanah baki granit di Semenanjung Malaysia. Jurnal Kejuruteraan Awam, 16 (2). pp. 1-14. ISSN 0128-0147
spellingShingle TA Engineering (General). Civil engineering (General)
Marto, Aminaton
Kasim, Fauziah
Yusof, Mohd. Fairus
Ciri-ciri kejuruteraan tanah baki granit di Semenanjung Malaysia
title Ciri-ciri kejuruteraan tanah baki granit di Semenanjung Malaysia
title_full Ciri-ciri kejuruteraan tanah baki granit di Semenanjung Malaysia
title_fullStr Ciri-ciri kejuruteraan tanah baki granit di Semenanjung Malaysia
title_full_unstemmed Ciri-ciri kejuruteraan tanah baki granit di Semenanjung Malaysia
title_short Ciri-ciri kejuruteraan tanah baki granit di Semenanjung Malaysia
title_sort ciri ciri kejuruteraan tanah baki granit di semenanjung malaysia
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/8276/1/AminatonMarto2004_Ciri-CiriKejuruteraanTanahBakiGranit.PDF
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AT kasimfauziah ciricirikejuruteraantanahbakigranitdisemenanjungmalaysia
AT yusofmohdfairus ciricirikejuruteraantanahbakigranitdisemenanjungmalaysia