Influence of piles roughness on negative skin friction/ Mohamad Zamri Adb. Rani
This thesis reports an experiment investigation of negative skin friction on pile and presents the tests results of model piles in kaolin clay soil. In the model test, piles were install by penetrating a pile into clay. Particular attention is given to the influence of pile roughness on negative ski...
Saved in:
| Main Author: | |
|---|---|
| Format: | Thesis |
| Language: | English |
| Published: |
2000
|
| Subjects: | |
| Online Access: | https://ir.uitm.edu.my/id/eprint/100005/1/100005.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Summary: | This thesis reports an experiment investigation of negative skin friction on pile and presents the tests results of model piles in kaolin clay soil. In the model test, piles were install by penetrating a pile into clay. Particular attention is given to the influence of pile roughness on negative skin friction. It was to investigate also how the difference of pile diameter would effect the negative skin friction. The difference size of diameter of piles 20 mm and 30 mm and the same length 91 mm ( 3 ft) were used in this study. The soil was compressed by incremental of air pressure. The problem of a single pile that penetrates through a soil layer will give a complex state of stresses in the soil around a pile. The zone of soil adjacent to the pile shaft would also be completely remoulded by the installation process. The properties of this remoulded soil would be altered significantly. The effects of these changes are very complex and as yet not well understood. The model experiment was carried out in a circular tank with the diameter of 1000 mm and a depth of 1500 mm. At the base of the tank, the gravel and sand was installed to provide drainage for water. The soil was formed slurry with water content of 120 %. The slurry was consolidated one-dimensionally in the tank with a double incremental pressure of 50 to 400 Kpa. Then pile was push into clay with constant rate of penetration. The surcharge on the clay was increased to initiative the settlements of clay that turn gave a down-drag force on pile. During penetration a down-drag stress give a maximum value |
|---|