Variation of undrained shear strength of clay with depth / Intan Rohani Endut
The main objective of this project is to find the relationship of the ratio of undrained shear strength with depth and Plasticity index of clay. Besides that the study also obtained the phyiscal and engineering properties of the clay. Based on existing data and results from this project, shown that...
محفوظ في:
| المؤلف الرئيسي: | |
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| التنسيق: | أطروحة |
| اللغة: | English |
| منشور في: |
1996
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| الوصول للمادة أونلاين: | https://ir.uitm.edu.my/id/eprint/102573/1/102573.pdf |
| الوسوم: |
إضافة وسم
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my-uitm-ir.102573 |
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uketd_dc |
| spelling |
my-uitm-ir.1025732024-09-28T15:40:38Z Variation of undrained shear strength of clay with depth / Intan Rohani Endut 1996 Endut, Intan Rohani The main objective of this project is to find the relationship of the ratio of undrained shear strength with depth and Plasticity index of clay. Besides that the study also obtained the phyiscal and engineering properties of the clay. Based on existing data and results from this project, shown that the for different location, the physical and engineering properties of the clay are different. The results of the study was plotted based on the correlation provided by Skempton. It was found that the data obtained were scattered around the correlation proposed by Skempton. The results for Shah Alam clay fall above the line and Batu Belah fall below. However, no conclusive correlation could be deduced as it was feit the data so far are insufficiënt. 1996 Thesis https://ir.uitm.edu.my/id/eprint/102573/ https://ir.uitm.edu.my/id/eprint/102573/1/102573.pdf text en public degree Universiti Teknologi MARA Faculty of Civil Engineering |
| institution |
Universiti Teknologi MARA |
| collection |
UiTM Institutional Repository |
| language |
English |
| description |
The main objective of this project is to find the relationship of the ratio of undrained shear strength with depth and Plasticity index of clay. Besides that the study also obtained the phyiscal and engineering properties of the clay. Based on existing data and results from this project, shown that the for different location, the physical and engineering properties of the clay are different. The results of the study was plotted based on the correlation provided by Skempton. It was found that the data obtained were scattered around the correlation proposed by Skempton. The results for Shah Alam clay fall above the line and Batu Belah fall below. However, no conclusive correlation could be deduced as it was feit the data so far are insufficiënt. |
| format |
Thesis |
| qualification_level |
Bachelor degree |
| author |
Endut, Intan Rohani |
| spellingShingle |
Endut, Intan Rohani Variation of undrained shear strength of clay with depth / Intan Rohani Endut |
| author_facet |
Endut, Intan Rohani |
| author_sort |
Endut, Intan Rohani |
| title |
Variation of undrained shear strength of clay with depth / Intan Rohani Endut |
| title_short |
Variation of undrained shear strength of clay with depth / Intan Rohani Endut |
| title_full |
Variation of undrained shear strength of clay with depth / Intan Rohani Endut |
| title_fullStr |
Variation of undrained shear strength of clay with depth / Intan Rohani Endut |
| title_full_unstemmed |
Variation of undrained shear strength of clay with depth / Intan Rohani Endut |
| title_sort |
variation of undrained shear strength of clay with depth / intan rohani endut |
| granting_institution |
Universiti Teknologi MARA |
| granting_department |
Faculty of Civil Engineering |
| publishDate |
1996 |
| url |
https://ir.uitm.edu.my/id/eprint/102573/1/102573.pdf |
| _version_ |
1811769226086580224 |