| Author | Pham Binh Trong |
| Publisher | Asian Institute of Technology |
| Abstract | The estimated bearing pile capacity is very important in any projects. It will assess the
quality of the project in safe or unsafe during period of service. However, the standards of
API, Japan and Vietnam provide with different formulas for pile bearing capacity
estimation. As different contractors or designers may use any of these standards. In Phu
Quoc project, it is therefore helpful and also necessary to know them well and can compare
between them.
In addition, the analysis of the impact forces on the structure and pile-soil interaction are
important in each project. As this analysis would give us the maximum axial force and pile
displacement. Based on the results will be compared with the pile bearing capacity to make
final conclusions.
In this study, a comparison of pile capacity estimated by standards of American, Japan and
Vietnam in Phu Quoc island was conducted for chart of base, shaft and total capacity in
pile depth. |
| Year | 2018 |
| Type | Thesis |
| School | School of Engineering and Technology (SET) |
| Department | Department of Civil and Infrastucture Engineering (DCIE) |
| Academic Program/FoS | Geotechnical Engineering (GE) |
| Chairperson(s) | Pham Huy Giao; |
| Examination Committee(s) | Chao, Kuo-Chieh ;Noppadol Phien Wej; |
| Scholarship Donor(s) | FECON Corporation, Viet Nam; |