In the presented paper, the axial and lateral behaviors of non-welded composite piles were investigated based on pile load test results. Recently, a composite pile composed of steel pipe and PHC pile was introduced into the market in Korea. A steel pile is placed in the upper part to support lateral loads and a PHC pile is placed in the lower part to resist axial load mainly. A mechanical joint is applied at the interface of the two different materials. This could be more favoured to conventional welding method in terms of cost and time in construction. Dynamic load tests and lateral load tests are performed to evaluate the axial and lateral behaviors of composite pile, respectively. The performance of the composite piles were thought to be...
Non-displacement piles have been often used in foundation solutions worldwide due to many advantages...
This paper describes a bearing capacity formula for steel pipe pile with four helical wings. The pil...
Only a few experimental studies have been conducted to investigate the behavior of piles under combi...
The steel pipe piles with wings installed in soil cement developed in Japan and Vietnam are composit...
The prediction of axial and lateral pile behaviour is a complex engineering problem. Traditional met...
Very limited experimental test data are available on the response of pile groups under the combined ...
Non-displacement piles have been often used in foundation solutions worldwide due to many advantages...
It is very necessary to research the bearing characteristics of composite pile group foundations wit...
2006Ealy, CarlDistribution number: HRDI-06/08-06(1M)EPDFTech ReportFHWA-HRT-04-107DTFH61-99-X-00024F...
[[abstract]]This study assessed the effect of configuration of the ground-improved body to improve t...
PDFTech ReportME 15-0920130731*535BridgesPiles (Supports)Fiber reinforced polymersConcreteAxial comp...
This study assessed the effect of configuration of the ground-improved body to improve the lateral r...
Despite the wide use of various steel pile sections (e.g. circular, square, H sections) and the use ...
Previous research into the behaviour of piled foundations in laterally-spreading soil deposits has c...
Assembled steel pipe pile, which is a novel pile foundation, is developed in the paper. The ultimate...
Non-displacement piles have been often used in foundation solutions worldwide due to many advantages...
This paper describes a bearing capacity formula for steel pipe pile with four helical wings. The pil...
Only a few experimental studies have been conducted to investigate the behavior of piles under combi...
The steel pipe piles with wings installed in soil cement developed in Japan and Vietnam are composit...
The prediction of axial and lateral pile behaviour is a complex engineering problem. Traditional met...
Very limited experimental test data are available on the response of pile groups under the combined ...
Non-displacement piles have been often used in foundation solutions worldwide due to many advantages...
It is very necessary to research the bearing characteristics of composite pile group foundations wit...
2006Ealy, CarlDistribution number: HRDI-06/08-06(1M)EPDFTech ReportFHWA-HRT-04-107DTFH61-99-X-00024F...
[[abstract]]This study assessed the effect of configuration of the ground-improved body to improve t...
PDFTech ReportME 15-0920130731*535BridgesPiles (Supports)Fiber reinforced polymersConcreteAxial comp...
This study assessed the effect of configuration of the ground-improved body to improve the lateral r...
Despite the wide use of various steel pile sections (e.g. circular, square, H sections) and the use ...
Previous research into the behaviour of piled foundations in laterally-spreading soil deposits has c...
Assembled steel pipe pile, which is a novel pile foundation, is developed in the paper. The ultimate...
Non-displacement piles have been often used in foundation solutions worldwide due to many advantages...
This paper describes a bearing capacity formula for steel pipe pile with four helical wings. The pil...
Only a few experimental studies have been conducted to investigate the behavior of piles under combi...