Analysis of stress distribution of strip footing on stabilized marine clay by plaxis 2D
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/123456789/57746 |
| Abstract | Abstract here |
| _version_ | 1854975065747095552 |
|---|---|
| author | Jeffry Mohd. |
| author2 | Nor Zurairahetty Mohd. Yunus, supervisor |
| author_facet | Nor Zurairahetty Mohd. Yunus, supervisor Jeffry Mohd. |
| author_sort | Jeffry Mohd. |
| description | Also available in printed version |
| format | Bachelor thesis |
| id | utm-123456789-57746 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-577462025-08-20T23:31:33Z Analysis of stress distribution of strip footing on stabilized marine clay by plaxis 2D Jeffry Mohd. Nor Zurairahetty Mohd. Yunus, supervisor Civil Engineering Also available in printed version Marine clay has low shear strength and high compressibility. It is consequently lead to soil settlement, and cause the soil structure unstable and not safe. Therefore, stabilizing the Marine clay is recommended to achieve the required soil properties for the constructions. Therefore, the purpose of this study is to determine the rate of settlement with and without chemical stabilization process, the stress distribution behavior of treated and untreated soils due to loadings and to compare the findings from the physical modeling analysis with applied software (PLAXIS 2D). A physical modeling has been done to study the behavior of the Marine clay structure after being treated by the soil stabilizer which is Biomass Silica(SH-85) and Sodium Silica(TX-85) at 7 curing days. For physical modeling, Marine clay will be mixed up with 6%, 9%, 12% and 15% of Biomass Silica(SH-85) and 2%, 4%, 6% and 8% of Sodium Silica(TX-85).Simulation results demonstrated that by using both soils stabilizer, it is clearly shows that the Marin clay has been improved their strength and settlement. A part from that, the comparison of physical modeling analysis with Plaxis 2D software analysis has provided a consistent pattern results. Overall, by using Biomass Silica(SH-85) give a massive strength and settlement improvement to Marine clay rather than using Sodium Silica(TX-85). widya UTM 88 p. Project Paper (Sarjana Muda (Kejuruteraan Awam - Geoteknik)) - Universiti Teknologi Malaysia, 2015 2025-03-17T04:45:29Z 2025-03-17T04:45:29Z 2015 Bachelor thesis https://utmik.utm.my/handle/123456789/57746 valet-20170307-121316 vital:96491 ENG Closed Access UTM Complete Unpublished application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Civil Engineering Jeffry Mohd. Analysis of stress distribution of strip footing on stabilized marine clay by plaxis 2D |
| thesis_level | Other |
| title | Analysis of stress distribution of strip footing on stabilized marine clay by plaxis 2D |
| title_full | Analysis of stress distribution of strip footing on stabilized marine clay by plaxis 2D |
| title_fullStr | Analysis of stress distribution of strip footing on stabilized marine clay by plaxis 2D |
| title_full_unstemmed | Analysis of stress distribution of strip footing on stabilized marine clay by plaxis 2D |
| title_short | Analysis of stress distribution of strip footing on stabilized marine clay by plaxis 2D |
| title_sort | analysis of stress distribution of strip footing on stabilized marine clay by plaxis 2d |
| topic | Civil Engineering |
| url | https://utmik.utm.my/handle/123456789/57746 |
| work_keys_str_mv | AT jeffrymohd analysisofstressdistributionofstripfootingonstabilizedmarineclaybyplaxis2d |