Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais
Over the years, consolidation settlement has always been associated with effective stress increase. However, in unsaturated soils, volume change behaviour of soils due to wetting is always complex due to changes of the soil when it is inundated. The main objectives of this research are to evaluate t...
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| Format: | Book Section |
| Language: | English |
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Institute of Graduate Studies, UiTM
2014
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| Online Access: | https://ir.uitm.edu.my/id/eprint/19315/ |
| _version_ | 1848804735197380608 |
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| author | Mohamed Jais, Ismacahyadi Bagus |
| author_facet | Mohamed Jais, Ismacahyadi Bagus |
| author_sort | Mohamed Jais, Ismacahyadi Bagus |
| building | UiTM Institutional Repository |
| collection | Online Access |
| description | Over the years, consolidation settlement has always been associated with effective stress increase. However, in unsaturated soils, volume change behaviour of soils due to wetting is always complex due to changes of the soil when it is inundated. The main objectives of this research are to evaluate the simulation of foundations on unsaturated soil using various soil models incorporating loading and wetting collapse of the soil and to verify the settlement behaviour through physical model and laboratory shear strength test on unsaturated soil samples. The double wall triaxial apparatus was used to determine the unsaturated shear strength of the soil following Curved Surface Envelope Soil Shear Strength Model. |
| first_indexed | 2025-11-14T21:59:51Z |
| format | Book Section |
| id | uitm-19315 |
| institution | Universiti Teknologi MARA |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T21:59:51Z |
| publishDate | 2014 |
| publisher | Institute of Graduate Studies, UiTM |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uitm-193152018-06-12T07:44:45Z https://ir.uitm.edu.my/id/eprint/19315/ Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais Mohamed Jais, Ismacahyadi Bagus Malaysia Asphalt Over the years, consolidation settlement has always been associated with effective stress increase. However, in unsaturated soils, volume change behaviour of soils due to wetting is always complex due to changes of the soil when it is inundated. The main objectives of this research are to evaluate the simulation of foundations on unsaturated soil using various soil models incorporating loading and wetting collapse of the soil and to verify the settlement behaviour through physical model and laboratory shear strength test on unsaturated soil samples. The double wall triaxial apparatus was used to determine the unsaturated shear strength of the soil following Curved Surface Envelope Soil Shear Strength Model. Institute of Graduate Studies, UiTM 2014 Book Section PeerReviewed text en https://ir.uitm.edu.my/id/eprint/19315/1/ABS_ISMACAHYADI%20BAGUS%20MOHAMED%20JAIS%20TDRA%20VOL%206%20IGS_14.pdf Mohamed Jais, Ismacahyadi Bagus (2014) Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais. (2014) In: The Doctoral Research Abstracts. IPSis Biannual Publication, 6 (6). Institute of Graduate Studies, UiTM, Shah Alam. |
| spellingShingle | Malaysia Asphalt Mohamed Jais, Ismacahyadi Bagus Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais |
| title | Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais |
| title_full | Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais |
| title_fullStr | Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais |
| title_full_unstemmed | Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais |
| title_short | Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais |
| title_sort | modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / ismacahyadi bagus mohamed jais |
| topic | Malaysia Asphalt |
| url | https://ir.uitm.edu.my/id/eprint/19315/ |