Effect of change of geometry on slope stability
Also available in printed version
| المؤلف الرئيسي: | |
|---|---|
| مؤلفون آخرون: | |
| التنسيق: | Bachelor thesis |
| اللغة: | الإنجليزية |
| منشور في: |
Universiti Teknologi Malaysia
2025
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| الموضوعات: | |
| الوصول للمادة أونلاين: | https://utmik.utm.my/handle/123456789/46320 |
| Abstract | Abstract here |
| _version_ | 1854934076038840320 |
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| author | Mardhiyah Syahida Berhanuddin |
| author2 | Nurly Gofar, supervisor |
| author_facet | Nurly Gofar, supervisor Mardhiyah Syahida Berhanuddin |
| author_sort | Mardhiyah Syahida Berhanuddin |
| description | Also available in printed version |
| format | Bachelor thesis |
| id | utm-123456789-46320 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-463202025-08-20T15:27:45Z Effect of change of geometry on slope stability Mardhiyah Syahida Berhanuddin Nurly Gofar, supervisor Civil engineering Also available in printed version The stability of a slope are affected by the changing in slope height and angle to make room for new development. Efforts to stabilize slopes include supporting the base of the slope with retaining walls. This project is aimed at identifying the effect of change of geometry and remedial work i.e. the construction of gabion wall on slope stability. In addition to gabion wall the slope face is covered by concrete guniting to avoid rainfall infiltration into slope. Slope stability analysis was carried out using Slope/W program. Morgenstern-Price method is used in software analysis because it allows user-specified slip plane and inter-slice force functions. The research focused on a case study whereby geometry of a natural slope has to be changed due to excavation work required for construction of factories. Three cases namely the original slope with back analysis, cut slope for development and application of gabion retaining structure were studied in this project. This analysis showed that changing slope angle from 43o to 55o and 70o decreases the factor of safety from 2.0 to 1.5 and less than 1.3 respectively. Furthermore, application rectification work in the form of gabion retaining wall structure on slope is effective increase the safety factor to above 2.0. The placement of retaining wall at the toe strengthen the slope by changing the length of failure plane zulaihi UTM 77 p. Project Paper (Sarjana Muda Kejuruteraan (Awam - Geoteknik)) - Universiti Teknologi Malaysia, 2011 2025-03-12T04:57:55Z 2025-03-12T04:57:55Z 2011 Bachelor thesis https://utmik.utm.my/handle/123456789/46320 vital:121894 valet-20190325-113825 ENG Closed Access UTM Complete Unpublished Completion application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Civil engineering Mardhiyah Syahida Berhanuddin Effect of change of geometry on slope stability |
| thesis_level |
Other
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| title | Effect of change of geometry on slope stability |
| title_full | Effect of change of geometry on slope stability |
| title_fullStr | Effect of change of geometry on slope stability |
| title_full_unstemmed | Effect of change of geometry on slope stability |
| title_short | Effect of change of geometry on slope stability |
| title_sort | effect of change of geometry on slope stability |
| topic | Civil engineering |
| url | https://utmik.utm.my/handle/123456789/46320 |
| work_keys_str_mv | AT mardhiyahsyahidaberhanuddin effectofchangeofgeometryonslopestability |