Simulation of reinforcement slope using plaxis-2D
This report will discuss the application of PLAXI-2D for relevant design examples of reinforced slope and case study, involving two design examples by Jewell R A and one case study involving a test set up of a real scale bridge abutment. The slope stability is often defined by the factor of safety (...
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Nanyang Technological University
2021
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| Online Access: | https://hdl.handle.net/10356/150251 |
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sg-ntu-dr.10356-1502512021-05-25T03:02:56Z Simulation of reinforcement slope using plaxis-2D Yang, Mingzi Teh Cee Ing School of Civil and Environmental Engineering CCITEH@ntu.edu.sg Engineering::Civil engineering This report will discuss the application of PLAXI-2D for relevant design examples of reinforced slope and case study, involving two design examples by Jewell R A and one case study involving a test set up of a real scale bridge abutment. The slope stability is often defined by the factor of safety (FOS). The report will discuss how relevant is PLAXIS-2D for the two design examples by using the software to calculate FOS of the reinforced slopes. In addition, results such as failure points and potential slip surface generated by the software will be also discussed. Lastly, a case study will be involved, which will be mainly discussing about how different soil material model in PLAXIS-2D will affect the settlement of the reinforced soil slope. Bachelor of Engineering (Civil) 2021-05-25T03:02:56Z 2021-05-25T03:02:56Z 2021 Final Year Project (FYP) Yang, M. (2021). Simulation of reinforcement slope using plaxis-2D. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/150251 https://hdl.handle.net/10356/150251 en GE-13 application/pdf Nanyang Technological University |
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Engineering::Civil engineering Yang, Mingzi Simulation of reinforcement slope using plaxis-2D |
| description |
This report will discuss the application of PLAXI-2D for relevant design examples of reinforced slope and case study, involving two design examples by Jewell R A and one case study involving a test set up of a real scale bridge abutment. The slope stability is often defined by the factor of safety (FOS). The report will discuss how relevant is PLAXIS-2D for the two design examples by using the software to calculate FOS of the reinforced slopes. In addition, results such as failure points and potential slip surface generated by the software will be also discussed. Lastly, a case study will be involved, which will be mainly discussing about how different soil material model in PLAXIS-2D will affect the settlement of the reinforced soil slope. |
| author2 |
Teh Cee Ing |
| author_facet |
Teh Cee Ing Yang, Mingzi |
| format |
Final Year Project |
| author |
Yang, Mingzi |
| author_sort |
Yang, Mingzi |
| title |
Simulation of reinforcement slope using plaxis-2D |
| title_short |
Simulation of reinforcement slope using plaxis-2D |
| title_full |
Simulation of reinforcement slope using plaxis-2D |
| title_fullStr |
Simulation of reinforcement slope using plaxis-2D |
| title_full_unstemmed |
Simulation of reinforcement slope using plaxis-2D |
| title_sort |
simulation of reinforcement slope using plaxis-2d |
| publisher |
Nanyang Technological University |
| publishDate |
2021 |
| url |
https://hdl.handle.net/10356/150251 |
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1701270481366155264 |