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Osterberg cell testing for a cable-stayed bridge in Mekong Delta River | |
Author | Nguyen Quoc Khanh |
Call Number | AIT RSPR no.PME-GEM-13-07 |
Subject(s) | Bridges, Cable-stayed--Design and construction Piling (Civil engineering) |
Note | A research submitted in partial fulfillment of the requirements for the degree of Master Engineering (Professional) in Geotechnical and Earth Resources Engineering with specialization in Geotechnical Engineering & Management |
Publisher | Asian Institute of Technology |
Series Statement | |
Abstract | Osterberg Cell tests were performed on three long, large in strumented bored piles in Mekong Delta River, Vietnam, where a cable - stayed bridge will be constructed. The test piles were construed to 85 to 116 m depth and tested by multi - levels O - cell. All three test pile were meet specific requirement on load - displacement. The ultimate unit skin friction measured by O - cell test are smaller than estimated. Back calculation of the relation ship between ultimate unit skin friction and SPT N value was f s = 1.9 4 N. The base grouting show effectiveness in increase skin friction at the location nearby pile tip and reduce displacement of pile tip |
Year | 2014 |
Corresponding Series Added Entry | |
Type | Research Study Project Report (RSPR) |
School | School of Engineering and Technology (SET) |
Department | Department of Civil and Infrastucture Engineering (DCIE) |
Academic Program/FoS | Geotechnical Engineering and Management (Master Engineering (Professional)) (PME - GEM) |
Chairperson(s) | Pham Huy Giao |
Examination Committee(s) | Noppadol Phien-wej;Tian Ho Seah |
Scholarship Donor(s) | FECON Foundation Engineering and Underground Construction JSC, Vietnam |
Degree | Research studies project report (M. Eng.) - Asian Institute of Technology, 2014 |