Slope stability analysis of quarry face at Karang Sambung district, central Java, Indonesia
The district of Karang Sambung lies on interbedded calcareous sandstone and siltstone with an acceptable topography, leading to locals creating a small quarry. The excavation has been done traditionally at the quarry, which creating steep slopes on the quarry face that endanger workers. Therefore, s...
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my.utm.866822020-09-30T09:04:35Z http://eprints.utm.my/id/eprint/86682/ Slope stability analysis of quarry face at Karang Sambung district, central Java, Indonesia Abdullah, R. Yusufianshah, Dedy Alel, M. N. A. Jusoh, Siti Nurafida Hezmi, Mohd. Azril Yunus, N. Z. M. Ali, A. N. Azizi, M. A. TA Engineering (General). Civil engineering (General) The district of Karang Sambung lies on interbedded calcareous sandstone and siltstone with an acceptable topography, leading to locals creating a small quarry. The excavation has been done traditionally at the quarry, which creating steep slopes on the quarry face that endanger workers. Therefore, stability analysis is necessary to ensure the safety of the quarry face. The quarry face was divided into two regions, and geological mapping and scanline mapping was carried out. The slopes were then analysed by empirical, kinematic, limit equilibrium, and finite element methods. Based on analyses, the slope has a high probability of wedge failure. IAEME Publication 2018-01 Article PeerReviewed Abdullah, R. and Yusufianshah, Dedy and Alel, M. N. A. and Jusoh, Siti Nurafida and Hezmi, Mohd. Azril and Yunus, N. Z. M. and Ali, A. N. and Azizi, M. A. (2018) Slope stability analysis of quarry face at Karang Sambung district, central Java, Indonesia. International Journal of Civil Engineering and Technology, 9 (1). pp. 857-864. ISSN 0976-6308 |
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TA Engineering (General). Civil engineering (General) Abdullah, R. Yusufianshah, Dedy Alel, M. N. A. Jusoh, Siti Nurafida Hezmi, Mohd. Azril Yunus, N. Z. M. Ali, A. N. Azizi, M. A. Slope stability analysis of quarry face at Karang Sambung district, central Java, Indonesia |
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The district of Karang Sambung lies on interbedded calcareous sandstone and siltstone with an acceptable topography, leading to locals creating a small quarry. The excavation has been done traditionally at the quarry, which creating steep slopes on the quarry face that endanger workers. Therefore, stability analysis is necessary to ensure the safety of the quarry face. The quarry face was divided into two regions, and geological mapping and scanline mapping was carried out. The slopes were then analysed by empirical, kinematic, limit equilibrium, and finite element methods. Based on analyses, the slope has a high probability of wedge failure. |
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Article |
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Abdullah, R. Yusufianshah, Dedy Alel, M. N. A. Jusoh, Siti Nurafida Hezmi, Mohd. Azril Yunus, N. Z. M. Ali, A. N. Azizi, M. A. |
author_facet |
Abdullah, R. Yusufianshah, Dedy Alel, M. N. A. Jusoh, Siti Nurafida Hezmi, Mohd. Azril Yunus, N. Z. M. Ali, A. N. Azizi, M. A. |
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Abdullah, R. |
title |
Slope stability analysis of quarry face at Karang Sambung district, central Java, Indonesia |
title_short |
Slope stability analysis of quarry face at Karang Sambung district, central Java, Indonesia |
title_full |
Slope stability analysis of quarry face at Karang Sambung district, central Java, Indonesia |
title_fullStr |
Slope stability analysis of quarry face at Karang Sambung district, central Java, Indonesia |
title_full_unstemmed |
Slope stability analysis of quarry face at Karang Sambung district, central Java, Indonesia |
title_sort |
slope stability analysis of quarry face at karang sambung district, central java, indonesia |
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IAEME Publication |
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2018 |
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http://eprints.utm.my/id/eprint/86682/ |
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1680321080961531904 |
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13.18916 |