Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element Method
A landslide is the downslope movement of a soil mass or rock or debris of both (Bobrowski and Highlind, 2008). One of the measures to mitigate slope erosion that causes landslide is by applying bio-engineering system using a vegetation called Vetiver (Vetiveria Zizanioides). The purpose of this stu...
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| Format: | Article |
| Language: | English |
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Universitas Diponegoro
2021-02-01
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| Series: | Media Komunikasi Teknik Sipil |
| Subjects: | |
| Online Access: | https://ejournal.undip.ac.id/index.php/mkts/article/view/32003 |
| _version_ | 1818934301733945344 |
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| author | Indra Noer Hamdhan Desti Santi Pratiwi Rizka Adisya Kamila Rahmah |
| author_facet | Indra Noer Hamdhan Desti Santi Pratiwi Rizka Adisya Kamila Rahmah |
| author_sort | Indra Noer Hamdhan |
| collection | DOAJ |
| description | A landslide is the downslope movement of a soil mass or rock or debris of both (Bobrowski and Highlind, 2008). One of the measures to mitigate slope erosion that causes landslide is by applying bio-engineering system using a vegetation called Vetiver (Vetiveria Zizanioides). The purpose of this study is to analyze slope stability with a vegetation system using PLAXIS 3D software based on finite elements method and referring to the guidelines from the Ministry of Public Works and Housing with the title Guidelines for Vetiver Grass Planting for Surface Erosion Control and Prevention of Shallow Landslides on Road Slopes.The result shows that the deeper the Vetiver root modelled will increase the value of the safety factor, reinforcement using vegetation is effective on 30° slopes in PLAXIS 3D. The percentage increase in the value of the safety factior generated by PLAXIS 3D is 10.94%. |
| first_indexed | 2024-12-20T05:02:06Z |
| format | Article |
| id | doaj.art-529a404f59bb49a2a02409e5493b093e |
| institution | Directory Open Access Journal |
| issn | 0854-1809 2549-6778 |
| language | English |
| last_indexed | 2024-12-20T05:02:06Z |
| publishDate | 2021-02-01 |
| publisher | Universitas Diponegoro |
| record_format | Article |
| series | Media Komunikasi Teknik Sipil |
| spelling | doaj.art-529a404f59bb49a2a02409e5493b093e2022-12-21T19:52:31ZengUniversitas DiponegoroMedia Komunikasi Teknik Sipil0854-18092549-67782021-02-0126217418210.14710/mkts.v26i2.3200318041Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element MethodIndra Noer Hamdhan0Desti Santi Pratiwi1Rizka Adisya Kamila Rahmah2Department of Civil Engineering, Institut Teknologi Nasional BandungDepartment of Civil Engineering, Institut Teknologi Nasional BandungDepartment of Civil Engineering, Institut Teknologi Nasional BandungA landslide is the downslope movement of a soil mass or rock or debris of both (Bobrowski and Highlind, 2008). One of the measures to mitigate slope erosion that causes landslide is by applying bio-engineering system using a vegetation called Vetiver (Vetiveria Zizanioides). The purpose of this study is to analyze slope stability with a vegetation system using PLAXIS 3D software based on finite elements method and referring to the guidelines from the Ministry of Public Works and Housing with the title Guidelines for Vetiver Grass Planting for Surface Erosion Control and Prevention of Shallow Landslides on Road Slopes.The result shows that the deeper the Vetiver root modelled will increase the value of the safety factor, reinforcement using vegetation is effective on 30° slopes in PLAXIS 3D. The percentage increase in the value of the safety factior generated by PLAXIS 3D is 10.94%.https://ejournal.undip.ac.id/index.php/mkts/article/view/32003slope stabilitysafety factorvetiverplaxis 3d |
| spellingShingle | Indra Noer Hamdhan Desti Santi Pratiwi Rizka Adisya Kamila Rahmah Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element Method Media Komunikasi Teknik Sipil slope stability safety factor vetiver plaxis 3d |
| title | Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element Method |
| title_full | Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element Method |
| title_fullStr | Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element Method |
| title_full_unstemmed | Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element Method |
| title_short | Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element Method |
| title_sort | slope stability analysis with vetiver plant reinforcement using 3d finite element method |
| topic | slope stability safety factor vetiver plaxis 3d |
| url | https://ejournal.undip.ac.id/index.php/mkts/article/view/32003 |
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