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1860797316069326848
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| building |
INTELEK Repository
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| collection |
Online Access
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| collectionurl |
https://intelek.unisza.edu.my/intelek/pages/search.php?search=!collection407072
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| date |
2024-08-26 20:17:57
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| format |
Restricted Document
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| id |
12214
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UniSZA
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| internalnotes |
1: Best, M.G., 1982. Igneous Metamorphic Petrology. W.H. Freeman and Co., New York, Pages: 630 2: Bovis, M.J., 1990. Rock-slope deformation at Affliction Creek, Southern Coast Mountains, British Columbia. Can. J. Earth Sci., 27: 243-254. 3: Burton, C.K., 1970. Geological Survey West Malaysia District Memoir 12: Geology and Mineral Resources of the Baling Area, Kedah and Perak. Geological Survey of Malaysia, Ipoh, Malaysia, Pages: 150 4: Gasim, M.B., 1988. [Geological structure of Kapas Island, Terengganu]. Sains Malaysiana, 17: 3-15, (In Malay). 5: Gasim, M.B., I.B. Sahid, S.A. Rahim and E. Toriman, 2010. Characteristics of history, morphology and landform of the Dungun area, Terengganu, Malaysia with special reference to Bukit Bauk. Asian J. Earth Sci., 3: 213-221. 6: Gasim, M.B. and D.A. Brunotte, 1987. Structural behavior of Crocker formation and its implication to landslides. Proceedings of the 9th Conference on Southeast Asian Geotechnical, December 7-11, 1987, Bangkok, Thailand, pp: 1-67 7: Hobbs, B.E, W.D. Mean and P.F. William, 1976. An Outline of Structural Geology. John Wiley and Sons Inc., New York, USA., ISBN-13: 9780471401568, Pages: 571 8: Hoek, E. and J.W. Bray, 1974. Rock Slope Engineering. Institution of Mining and Metallurgy, London, UK., ISBN-13: 978-0900488214, Pages: 309 9: Hutchison, C.S., 1969. Some notes on the Stong metamorphic complex, Kelantan. Geol. Soc. Malaysia Newslett., 21: 8-11. 10: Jamaluddin, T.A., 1991. [Discontinuity survey and rocks slope failure pattern at East-West Highway]. Bulletin of the Geological Society of Malaysia, Volume 29, pp: 207-245, (In Malay). 11: Jones, C.R., 1970. Geological Survey West Malaysia: District Memoir 11: The Geology and Mineral Resources of the Grik Area, Upper Perak. Geological Survey of Malaysia, Ipoh, Malaysia, Pages: 144 12: Komoo, I., 1985. [Slope failure classification in Malaysia]. Jurnal Ilmu Alam, 14-15: 47-58, (In Malay). 13: Matula, M., 1981. Rock and soil description and classification for engineering geological mapping report by the IAEG commission on engineering geological mapping. Bull. Int. Assoc. Eng. Geol., 24: 235-274. 14: Pritchard, M.A. and K.W. Savigny, 1991. The Heather Hill landslide: an example of a large scale toppling failure in a natural slope. Can. Geotechn. J., 28: 410-422. 15: Rafek, A.G. and I. Komoo, 1989. [Slope failure at East-West Highway: Survey from Jeli to Sri Banding]. Warta Geol., 15: 167-179, (In Malay). 16: Roslee, R., S. Tahir and S.A.K.S. Omang, 2006. Engineering geology of the Kota Kinabalu Area, Sabah, Malaysia. Bull. Geol. Soc. Malaysia, 52: 17-25. 17: Shuib, M.K., S.H. Taib and M. Abdullah, 2006. Discontinuity controlled cut-slope failures on weathered low grade metamorphic rocks along the East-West Highway, Grik-to Jeli. Geol. Soc. Malaysia Bull., 52: 43-53. 18: Singh, D.S., C.L. Heng, T.L. Hock, P. Loganathan, E.J. Cobbing and D.I.J. Mallick, 1984. The stong complex: A reassessment. Bull. Geol. Soc. Malaysia, 17: 61-77. 19: Tjia, H.D., 1998. Meredian-parallel faults and tertiary basin of Sunda land. Bull. Geol. Soc. Malaysia, 42: 101-118. 20: Varnes, D.J., 1978. Slope Movement Types and Processes. In: Landslides: Analysis and Control, Schuster, R.L. and R.J. Krizek (Eds.). National Academy of Sciences, Washington, DC., USA., ISBN-13: 9780309028042, pp: 12-33
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6514-01-FH02-ESERI-15-03627.pdf
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Adobe Acrobat Pro DC 20.6.20042
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oai_dc
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https://intelek.unisza.edu.my/intelek/pages/view.php?ref=12214
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| spelling |
12214 https://intelek.unisza.edu.my/intelek/pages/view.php?ref=12214 https://intelek.unisza.edu.my/intelek/pages/search.php?search=!collection407072 Restricted Document Article Journal application/pdf Adobe Acrobat Pro DC 20 Paper Capture Plug-in with ClearScan 8 1.6 Adobe Acrobat Pro DC 20.6.20042 2024-08-26 20:17:57 6514-01-FH02-ESERI-15-03627.pdf UniSZA Private Access Phenomenon of Slope Failure Occurrences along Gerik-Jeli Highway, Malaysia Journal of Applied Sciences The structural development of the late Palaeozoic metamorphic rocks in the study area has become weak since Cretaceous deformations due to presence of discontinuity planes. Because of long exposure, the climatic factors and weathering process have caused the crop out of these rocks and have experienced failure and movements. The aim of this study is to determine direction of slope failures of the rocks based on structural interpretation. The geology of study area is dominated by low-grade metamorphic rocks, consisting of interbedded phyllite, schist and quartzite. The dip direction and dip amount of the beddings and joints were measured during fieldwork, the result were plotted and interpreted on the Schmidt net in order to recognize and characterise their structural pattern. The weathered rock slope is characterised by high angle joints (74-80°) with dip directions between 330° and 20°. The rocks folded with northwest trending fold axes with dip direction and dip amount of the beddings are 235°/25°, 246°/23° and 250°/24° and other bedding planes are 351°/25°, 352°/24°, 354°/24°. The joint orientations are approximately perpendicular to the direction of the beddings. Some reverse faults (55°/15°, 60°/22°, 75°/35°, 85°/45° and 87°/28°) also cut across the bedding planes. Based on the discontinuity and landslide analyses, the failure occurred along the easterly dipping of the discontinuities, intersecting with variably oriented releasing joints that give rise to planar, toppling and wedge failures. 15 3 545-551 1: Best, M.G., 1982. Igneous Metamorphic Petrology. W.H. Freeman and Co., New York, Pages: 630 2: Bovis, M.J., 1990. Rock-slope deformation at Affliction Creek, Southern Coast Mountains, British Columbia. Can. J. Earth Sci., 27: 243-254. 3: Burton, C.K., 1970. Geological Survey West Malaysia District Memoir 12: Geology and Mineral Resources of the Baling Area, Kedah and Perak. Geological Survey of Malaysia, Ipoh, Malaysia, Pages: 150 4: Gasim, M.B., 1988. [Geological structure of Kapas Island, Terengganu]. Sains Malaysiana, 17: 3-15, (In Malay). 5: Gasim, M.B., I.B. Sahid, S.A. Rahim and E. Toriman, 2010. Characteristics of history, morphology and landform of the Dungun area, Terengganu, Malaysia with special reference to Bukit Bauk. Asian J. Earth Sci., 3: 213-221. 6: Gasim, M.B. and D.A. Brunotte, 1987. Structural behavior of Crocker formation and its implication to landslides. Proceedings of the 9th Conference on Southeast Asian Geotechnical, December 7-11, 1987, Bangkok, Thailand, pp: 1-67 7: Hobbs, B.E, W.D. Mean and P.F. William, 1976. An Outline of Structural Geology. John Wiley and Sons Inc., New York, USA., ISBN-13: 9780471401568, Pages: 571 8: Hoek, E. and J.W. Bray, 1974. Rock Slope Engineering. Institution of Mining and Metallurgy, London, UK., ISBN-13: 978-0900488214, Pages: 309 9: Hutchison, C.S., 1969. Some notes on the Stong metamorphic complex, Kelantan. Geol. Soc. Malaysia Newslett., 21: 8-11. 10: Jamaluddin, T.A., 1991. [Discontinuity survey and rocks slope failure pattern at East-West Highway]. Bulletin of the Geological Society of Malaysia, Volume 29, pp: 207-245, (In Malay). 11: Jones, C.R., 1970. Geological Survey West Malaysia: District Memoir 11: The Geology and Mineral Resources of the Grik Area, Upper Perak. Geological Survey of Malaysia, Ipoh, Malaysia, Pages: 144 12: Komoo, I., 1985. [Slope failure classification in Malaysia]. Jurnal Ilmu Alam, 14-15: 47-58, (In Malay). 13: Matula, M., 1981. Rock and soil description and classification for engineering geological mapping report by the IAEG commission on engineering geological mapping. Bull. Int. Assoc. Eng. Geol., 24: 235-274. 14: Pritchard, M.A. and K.W. Savigny, 1991. The Heather Hill landslide: an example of a large scale toppling failure in a natural slope. Can. Geotechn. J., 28: 410-422. 15: Rafek, A.G. and I. Komoo, 1989. [Slope failure at East-West Highway: Survey from Jeli to Sri Banding]. Warta Geol., 15: 167-179, (In Malay). 16: Roslee, R., S. Tahir and S.A.K.S. Omang, 2006. Engineering geology of the Kota Kinabalu Area, Sabah, Malaysia. Bull. Geol. Soc. Malaysia, 52: 17-25. 17: Shuib, M.K., S.H. Taib and M. Abdullah, 2006. Discontinuity controlled cut-slope failures on weathered low grade metamorphic rocks along the East-West Highway, Grik-to Jeli. Geol. Soc. Malaysia Bull., 52: 43-53. 18: Singh, D.S., C.L. Heng, T.L. Hock, P. Loganathan, E.J. Cobbing and D.I.J. Mallick, 1984. The stong complex: A reassessment. Bull. Geol. Soc. Malaysia, 17: 61-77. 19: Tjia, H.D., 1998. Meredian-parallel faults and tertiary basin of Sunda land. Bull. Geol. Soc. Malaysia, 42: 101-118. 20: Varnes, D.J., 1978. Slope Movement Types and Processes. In: Landslides: Analysis and Control, Schuster, R.L. and R.J. Krizek (Eds.). National Academy of Sciences, Washington, DC., USA., ISBN-13: 9780309028042, pp: 12-33
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| spellingShingle |
Phenomenon of Slope Failure Occurrences along Gerik-Jeli Highway, Malaysia
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| summary |
The structural development of the late Palaeozoic metamorphic rocks in the study area has become weak since Cretaceous deformations due to presence of discontinuity planes. Because of long exposure, the climatic factors and weathering process have caused the crop out of these rocks and have experienced failure and movements. The aim of this study is to determine direction of slope failures of the rocks based on structural interpretation. The geology of study area is dominated by low-grade metamorphic rocks, consisting of interbedded phyllite, schist and quartzite. The dip direction and dip amount of the beddings and joints were measured during fieldwork, the result were plotted and interpreted on the Schmidt net in order to recognize and characterise their structural pattern. The weathered rock slope is characterised by high angle joints (74-80°) with dip directions between 330° and 20°. The rocks folded with northwest trending fold axes with dip direction and dip amount of the beddings are 235°/25°, 246°/23° and 250°/24° and other bedding planes are 351°/25°, 352°/24°, 354°/24°. The joint orientations are approximately perpendicular to the direction of the beddings. Some reverse faults (55°/15°, 60°/22°, 75°/35°, 85°/45° and 87°/28°) also cut across the bedding planes. Based on the discontinuity and landslide analyses, the failure occurred along the easterly dipping of the discontinuities, intersecting with variably oriented releasing joints that give rise to planar, toppling and wedge failures.
|
| title |
Phenomenon of Slope Failure Occurrences along Gerik-Jeli Highway, Malaysia
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| title_full |
Phenomenon of Slope Failure Occurrences along Gerik-Jeli Highway, Malaysia
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| title_fullStr |
Phenomenon of Slope Failure Occurrences along Gerik-Jeli Highway, Malaysia
|
| title_full_unstemmed |
Phenomenon of Slope Failure Occurrences along Gerik-Jeli Highway, Malaysia
|
| title_short |
Phenomenon of Slope Failure Occurrences along Gerik-Jeli Highway, Malaysia
|
| title_sort |
phenomenon of slope failure occurrences along gerik-jeli highway, malaysia
|