Effect of strength properties on bearing capacity of soft ground improved by floating soil cement column
Also available in printed version
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| Other Authors: | |
| Format: | Bachelor thesis |
| Language: | English |
| Published: |
Universiti Teknologi Malaysia
2025
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| Online Access: | https://utmik.utm.my/handle/123456789/44417 |
| Abstract | Abstract here |
| _version_ | 1854975068000485376 |
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| author | Muhammad Kamil Zainaludin |
| author2 | khairun Nissa Mat Said, supervisor |
| author_facet | khairun Nissa Mat Said, supervisor Muhammad Kamil Zainaludin |
| author_sort | Muhammad Kamil Zainaludin |
| description | Also available in printed version |
| format | Bachelor thesis |
| id | utm-123456789-44417 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-444172025-08-20T23:53:43Z Effect of strength properties on bearing capacity of soft ground improved by floating soil cement column Muhammad Kamil Zainaludin khairun Nissa Mat Said, supervisor Civil Also available in printed version Bearing capacity of soil is important to support the load applied to the ground. Deep Mixing (DM) method is a well-known in-situ soil stabilization technique that proved increase the bearing capacity of soft soil. Compared to other ground improvement techniques deep mixing has advantages such as the large strength increase within a month period, little adverse impact on environment and high applicability to any kind of soil if binder type and amount are properly selected. The application covers on-land and in-water construction ranging from strengthening the foundation ground of buildings and embankment supports. The DM method can be formed in a group of columns as either installed in end-bearing or floating soil cement column. However, there are still lack of investigation especially for ground improvement by floating soil cement column. Thus, in this study, numerical modelling was performed to study the effect strength of floating soil cement column towards the bearing capacity of improved ground. The analysis was performed by PLAXIS 3D using Mohr Coulomb, MC model. This study include the use of area improvement ratio, ap of 21.21% with corresponding column height, Hc of 0.5H and 0.65H. Different undrained shear strength which are 10 and 25 times were used with undrained analysis on the soil model. The analysis showed that as the strength of soil cement column increase, the bearing capacity of the soil also increase. From the result, the percentage increment of strength of soil cement column increase up to 45%. By numerical analysis, the behaviour of bearing capacity of improved ground can be understand through the deformation and stress distribution pattern. zulraizam UTM 73 p. Project Paper (Sarjana Muda Kejuruteraan Awam) - Universiti Teknologi Malaysia, 2020 2025-03-11T06:19:09Z 2025-03-11T06:19:09Z 2020 Bachelor thesis https://utmik.utm.my/handle/123456789/44417 vital:144692 valet-20211208-092219 ENG Closed Access UTM Complete Unpublished Publication application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Civil Muhammad Kamil Zainaludin Effect of strength properties on bearing capacity of soft ground improved by floating soil cement column |
| thesis_level | Other |
| title | Effect of strength properties on bearing capacity of soft ground improved by floating soil cement column |
| title_full | Effect of strength properties on bearing capacity of soft ground improved by floating soil cement column |
| title_fullStr | Effect of strength properties on bearing capacity of soft ground improved by floating soil cement column |
| title_full_unstemmed | Effect of strength properties on bearing capacity of soft ground improved by floating soil cement column |
| title_short | Effect of strength properties on bearing capacity of soft ground improved by floating soil cement column |
| title_sort | effect of strength properties on bearing capacity of soft ground improved by floating soil cement column |
| topic | Civil |
| url | https://utmik.utm.my/handle/123456789/44417 |
| work_keys_str_mv | AT muhammadkamilzainaludin effectofstrengthpropertiesonbearingcapacityofsoftgroundimprovedbyfloatingsoilcementcolumn |