Rock Slope Stability Of Ponorogo - Pacitan Road Km 232.5 Using Rock Mass Rating (Rmr) And Rocplane Software
Geological structures and discontinuities in the rock are weak areas and groundwater infiltration pathways. The existence of geological structures and discontinuities will reduce the level of rock shear strength and the main implication is to increase the chance of landslides. The purpose of this st...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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University of Brawijaya
2021-10-01
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| Series: | Rekayasa Sipil |
| Subjects: | |
| Online Access: | https://rekayasasipil.ub.ac.id/index.php/rs/article/view/863 |
| _version_ | 1811211885518782464 |
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| author | Hasyim Alhadar Arief Rachmansyah Eko Andi Suryo |
| author_facet | Hasyim Alhadar Arief Rachmansyah Eko Andi Suryo |
| author_sort | Hasyim Alhadar |
| collection | DOAJ |
| description | Geological structures and discontinuities in the rock are weak areas and groundwater infiltration pathways. The existence of geological structures and discontinuities will reduce the level of rock shear strength and the main implication is to increase the chance of landslides. The purpose of this study was to determine the type of sliding on rock slopes, rock mass classification, and to determine the stability of the rock slopes. Kinematic analysis obtained landslide type, rock mass classification analysis including medium rock mass class with an RMR value of 53. Slope stability analysis based on the generalized criteria Hoek & Brown failure obtained a safety factor value of 1.55 with a slope angle of 60°. Slope stability analysis based on Mohr-Coulomb criteria obtained a safety factor value of 1.59 with a slope angle of 70°. |
| first_indexed | 2024-04-12T05:19:57Z |
| format | Article |
| id | doaj.art-184e2f04be6a4b9a8ac6faa90fbd786a |
| institution | Directory Open Access Journal |
| issn | 1978-5658 2502-6348 |
| language | English |
| last_indexed | 2024-04-12T05:19:57Z |
| publishDate | 2021-10-01 |
| publisher | University of Brawijaya |
| record_format | Article |
| series | Rekayasa Sipil |
| spelling | doaj.art-184e2f04be6a4b9a8ac6faa90fbd786a2022-12-22T03:46:29ZengUniversity of BrawijayaRekayasa Sipil1978-56582502-63482021-10-0115319920710.21776/ub.rekayasasipil.2021.015.03.6Rock Slope Stability Of Ponorogo - Pacitan Road Km 232.5 Using Rock Mass Rating (Rmr) And Rocplane SoftwareHasyim Alhadar0Arief Rachmansyah1Eko Andi Suryo2Universitas BrawijayaUniversitas BrawijayaUniversitas BrawijayaGeological structures and discontinuities in the rock are weak areas and groundwater infiltration pathways. The existence of geological structures and discontinuities will reduce the level of rock shear strength and the main implication is to increase the chance of landslides. The purpose of this study was to determine the type of sliding on rock slopes, rock mass classification, and to determine the stability of the rock slopes. Kinematic analysis obtained landslide type, rock mass classification analysis including medium rock mass class with an RMR value of 53. Slope stability analysis based on the generalized criteria Hoek & Brown failure obtained a safety factor value of 1.55 with a slope angle of 60°. Slope stability analysis based on Mohr-Coulomb criteria obtained a safety factor value of 1.59 with a slope angle of 70°.https://rekayasasipil.ub.ac.id/index.php/rs/article/view/863slope stabilityrock mass ratingkinematics analysishoek & brown failure criteria |
| spellingShingle | Hasyim Alhadar Arief Rachmansyah Eko Andi Suryo Rock Slope Stability Of Ponorogo - Pacitan Road Km 232.5 Using Rock Mass Rating (Rmr) And Rocplane Software Rekayasa Sipil slope stability rock mass rating kinematics analysis hoek & brown failure criteria |
| title | Rock Slope Stability Of Ponorogo - Pacitan Road Km 232.5 Using Rock Mass Rating (Rmr) And Rocplane Software |
| title_full | Rock Slope Stability Of Ponorogo - Pacitan Road Km 232.5 Using Rock Mass Rating (Rmr) And Rocplane Software |
| title_fullStr | Rock Slope Stability Of Ponorogo - Pacitan Road Km 232.5 Using Rock Mass Rating (Rmr) And Rocplane Software |
| title_full_unstemmed | Rock Slope Stability Of Ponorogo - Pacitan Road Km 232.5 Using Rock Mass Rating (Rmr) And Rocplane Software |
| title_short | Rock Slope Stability Of Ponorogo - Pacitan Road Km 232.5 Using Rock Mass Rating (Rmr) And Rocplane Software |
| title_sort | rock slope stability of ponorogo pacitan road km 232 5 using rock mass rating rmr and rocplane software |
| topic | slope stability rock mass rating kinematics analysis hoek & brown failure criteria |
| url | https://rekayasasipil.ub.ac.id/index.php/rs/article/view/863 |
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