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...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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Faculty of Civil Engineering, UTM
2004
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| Subjects: | |
| Online Access: | http://eprints.utm.my/8276/ http://eprints.utm.my/8276/1/AminatonMarto2004_Ciri-CiriKejuruteraanTanahBakiGranit.PDF |
| _version_ | 1848891654231031808 |
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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 |
| building | UTeM Institutional Repository |
| collection | Online Access |
| 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. |
| first_indexed | 2025-11-15T21:01:24Z |
| format | Article |
| id | utm-8276 |
| institution | Universiti Teknologi Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T21:01:24Z |
| publishDate | 2004 |
| publisher | Faculty of Civil Engineering, UTM |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | utm-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/ http://eprints.utm.my/8276/1/AminatonMarto2004_Ciri-CiriKejuruteraanTanahBakiGranit.PDF |