The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure
Introduction: Slope stability and soil erosion are major concerns in geotechnical engineering and land management. This research investigates the relationship between soil type and root systems in stabilizing slopes. Methods: The main aim is to measure the effectiveness of Eugenia Oleina as a bioeng...
| Main Authors: | , , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Bentham Science Publishers B.V.
2024
|
| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/41501/1/The%20Effectiveness%20of%20Eugenia%20Oleina.pdf |
| _version_ | 1824451626969071616 |
|---|---|
| author | Youventharan, D. Rokiah, Othman Mohd Arif, Sulaiman Putra Jaya, Ramadhansyah Siti Noor Linda, Taib Irfan Hakimie, Mohd Rodzif Kuraisha, Kambali |
| author_facet | Youventharan, D. Rokiah, Othman Mohd Arif, Sulaiman Putra Jaya, Ramadhansyah Siti Noor Linda, Taib Irfan Hakimie, Mohd Rodzif Kuraisha, Kambali |
| author_sort | Youventharan, D. |
| collection | UMP |
| description | Introduction: Slope stability and soil erosion are major concerns in geotechnical engineering and land management. This research investigates the relationship between soil type and root systems in stabilizing slopes. Methods: The main aim is to measure the effectiveness of Eugenia Oleina as a bioengineering technique for slope protection. Laboratory tests were conducted to measure soil shear strength, root properties, and the factor of safety (FOS) of tropical slopes before and after plant root implementation. Results: Results revealed significant differences in cohesion and angle of friction values between unrooted and rooted soil. Apart from that, it was observed that as the root diameter increased, the tensile strength decreased when the applied force increased. The FOS of unrooted soil was higher than rooted soil, indicating greater stability without any vegetation. Furthermore, this study also evaluated the use of bio-anchorage to prevent soil erosion, considering factors such as soil composition, vegetation, and external loads. Finite element analysis was carried out using Plaxis 3D simulations to assess the effectiveness of Eugenia Oleina in controlling slope erosion. Conclusion: This study contributes valuable insights in choosing suitable plant species for erosion control in tropical soil and guides soil bioengineering practices for slope stability in various soil conditions. |
| first_indexed | 2024-09-25T03:50:10Z |
| format | Article |
| id | UMPir41501 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2025-02-19T02:37:38Z |
| publishDate | 2024 |
| publisher | Bentham Science Publishers B.V. |
| record_format | dspace |
| spelling | UMPir415012025-01-23T08:26:21Z http://umpir.ump.edu.my/id/eprint/41501/ The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure Youventharan, D. Rokiah, Othman Mohd Arif, Sulaiman Putra Jaya, Ramadhansyah Siti Noor Linda, Taib Irfan Hakimie, Mohd Rodzif Kuraisha, Kambali TA Engineering (General). Civil engineering (General) Introduction: Slope stability and soil erosion are major concerns in geotechnical engineering and land management. This research investigates the relationship between soil type and root systems in stabilizing slopes. Methods: The main aim is to measure the effectiveness of Eugenia Oleina as a bioengineering technique for slope protection. Laboratory tests were conducted to measure soil shear strength, root properties, and the factor of safety (FOS) of tropical slopes before and after plant root implementation. Results: Results revealed significant differences in cohesion and angle of friction values between unrooted and rooted soil. Apart from that, it was observed that as the root diameter increased, the tensile strength decreased when the applied force increased. The FOS of unrooted soil was higher than rooted soil, indicating greater stability without any vegetation. Furthermore, this study also evaluated the use of bio-anchorage to prevent soil erosion, considering factors such as soil composition, vegetation, and external loads. Finite element analysis was carried out using Plaxis 3D simulations to assess the effectiveness of Eugenia Oleina in controlling slope erosion. Conclusion: This study contributes valuable insights in choosing suitable plant species for erosion control in tropical soil and guides soil bioengineering practices for slope stability in various soil conditions. Bentham Science Publishers B.V. 2024-06-05 Article PeerReviewed pdf en cc_by_4 http://umpir.ump.edu.my/id/eprint/41501/1/The%20Effectiveness%20of%20Eugenia%20Oleina.pdf Youventharan, D. and Rokiah, Othman and Mohd Arif, Sulaiman and Putra Jaya, Ramadhansyah and Siti Noor Linda, Taib and Irfan Hakimie, Mohd Rodzif and Kuraisha, Kambali (2024) The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure. The Open Construction & Building Technology Journal, 18 (e18748368298323). pp. 1-22. ISSN 1874-8368. (Published) https://doi.org/10.2174/0118748368298323240521111510 https://doi.org/10.2174/0118748368298323240521111510 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Youventharan, D. Rokiah, Othman Mohd Arif, Sulaiman Putra Jaya, Ramadhansyah Siti Noor Linda, Taib Irfan Hakimie, Mohd Rodzif Kuraisha, Kambali The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure |
| title | The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure |
| title_full | The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure |
| title_fullStr | The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure |
| title_full_unstemmed | The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure |
| title_short | The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure |
| title_sort | effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/41501/1/The%20Effectiveness%20of%20Eugenia%20Oleina.pdf |
| work_keys_str_mv | AT youventharand theeffectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT rokiahothman theeffectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT mohdarifsulaiman theeffectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT putrajayaramadhansyah theeffectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT sitinoorlindataib theeffectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT irfanhakimiemohdrodzif theeffectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT kuraishakambali theeffectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT youventharand effectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT rokiahothman effectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT mohdarifsulaiman effectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT putrajayaramadhansyah effectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT sitinoorlindataib effectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT irfanhakimiemohdrodzif effectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure AT kuraishakambali effectivenessofeugeniaoleinainprotectingtropicalresidualslopefromexcessiveshearfailure |