Pendekatan penilaian untuk analisa cerun tanah
Soil Mechanics Theory establishes the current practice of designing a slope by founding the analysis on the ‘c’ and ‘Ø’ values. However, the theory still yields an anomalous result. Although in many real cases the engineer has designed slopes by using factor of safety greater than 1.5, but...
| Main Author: | |
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| Format: | Thesis |
| Language: | English |
| Published: |
2006
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| Online Access: | http://eprints.utm.my/4794/1/MohdHazreekZainalAbidinMFKA2006.pdf |
| _version_ | 1825909620783185920 |
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| author | Zainal Abidin, Mohd. Hazreek |
| author_facet | Zainal Abidin, Mohd. Hazreek |
| author_sort | Zainal Abidin, Mohd. Hazreek |
| collection | ePrints |
| description | Soil Mechanics Theory establishes the current practice of designing a slope by founding the analysis on the ‘c’ and ‘Ø’ values. However, the theory still yields an anomalous result. Although in many real cases the engineer has designed slopes by using factor of safety greater than 1.5, but the slope failed. These facts prove the designed parameters are still inadequate to prevent slope failure. In this study, The Soil Mechanics Approach (e.g. Conventional Approach) will be compared to The Engineering Geology Approach for analyzing slope stability. The study is carried out for investigating other relevant parameters should be considered in designing a slope. All the required data that was used in both analyses was obtain from site (Gunung Pulai) and laboratory works. The results from both analyses shown that there was a difference in term of stability. The influence of relict joint that has been excluded in Soil Mechanics Approach has been detected as the main factor that cause the result that has been obtain inaccurate. The influence of relict joint is one of the main factors in the analysis of Engineering Geology Approach which gain a better result compared to the Soil Mechanics Approach. Each approaches takes into account different parameters in the analysis that suggest different influence factors affecting slope stability. For this reason, it is better to use both approaches (Soil Mechanics and Engineering Geology) in slope analysis containing relict joint. |
| first_indexed | 2024-03-05T18:04:54Z |
| format | Thesis |
| id | utm.eprints-4794 |
| institution | Universiti Teknologi Malaysia - ePrints |
| language | English |
| last_indexed | 2024-03-05T18:04:54Z |
| publishDate | 2006 |
| record_format | dspace |
| spelling | utm.eprints-47942018-02-28T06:47:09Z http://eprints.utm.my/4794/ Pendekatan penilaian untuk analisa cerun tanah Zainal Abidin, Mohd. Hazreek QE Geology TA Engineering (General). Civil engineering (General) Soil Mechanics Theory establishes the current practice of designing a slope by founding the analysis on the ‘c’ and ‘Ø’ values. However, the theory still yields an anomalous result. Although in many real cases the engineer has designed slopes by using factor of safety greater than 1.5, but the slope failed. These facts prove the designed parameters are still inadequate to prevent slope failure. In this study, The Soil Mechanics Approach (e.g. Conventional Approach) will be compared to The Engineering Geology Approach for analyzing slope stability. The study is carried out for investigating other relevant parameters should be considered in designing a slope. All the required data that was used in both analyses was obtain from site (Gunung Pulai) and laboratory works. The results from both analyses shown that there was a difference in term of stability. The influence of relict joint that has been excluded in Soil Mechanics Approach has been detected as the main factor that cause the result that has been obtain inaccurate. The influence of relict joint is one of the main factors in the analysis of Engineering Geology Approach which gain a better result compared to the Soil Mechanics Approach. Each approaches takes into account different parameters in the analysis that suggest different influence factors affecting slope stability. For this reason, it is better to use both approaches (Soil Mechanics and Engineering Geology) in slope analysis containing relict joint. 2006-05 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/4794/1/MohdHazreekZainalAbidinMFKA2006.pdf Zainal Abidin, Mohd. Hazreek (2006) Pendekatan penilaian untuk analisa cerun tanah. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering. |
| spellingShingle | QE Geology TA Engineering (General). Civil engineering (General) Zainal Abidin, Mohd. Hazreek Pendekatan penilaian untuk analisa cerun tanah |
| title | Pendekatan penilaian untuk analisa cerun tanah |
| title_full | Pendekatan penilaian untuk analisa cerun tanah |
| title_fullStr | Pendekatan penilaian untuk analisa cerun tanah |
| title_full_unstemmed | Pendekatan penilaian untuk analisa cerun tanah |
| title_short | Pendekatan penilaian untuk analisa cerun tanah |
| title_sort | pendekatan penilaian untuk analisa cerun tanah |
| topic | QE Geology TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/4794/1/MohdHazreekZainalAbidinMFKA2006.pdf |
| work_keys_str_mv | AT zainalabidinmohdhazreek pendekatanpenilaianuntukanalisaceruntanah |