Abstract
Several methods for increasing the tip resistances of embedded piles have been developed with a focus on reducing the cost and period of construction. The embedded piles with different tip plates were installed and the tip resistances of test piles were estimated through dynamic pile tests. The experimental results showed that the tip resistance of the pile with an inclined plate is larger than that of the pile without a tip plate. In addition, the tip resistance increases with an increase in the inclination angle of the tip plate. This study demonstrates that the tip resistance of embedded piles depends on the shape of the pile tip, and the tip resistance of piles can be maximized by controlling the inclination angle of the tip plate.
| Original language | English |
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| Publication status | Published - 2020 |
| Event | 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 - Taipei, Taiwan, Province of China Duration: 2019 Oct 14 → 2019 Oct 18 |
Conference
| Conference | 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 |
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| Country/Territory | Taiwan, Province of China |
| City | Taipei |
| Period | 19/10/14 → 19/10/18 |
Bibliographical note
Funding Information:This work was supported by the Korean Small Business Innovation Research Program grant by Korea Land & Housing Corporation.
Publisher Copyright:
Copyright © Soil Mechanics and Geotechnical Engineering, ARC 2019.All rights reserved.
Keywords
- Dynamic pile test
- Embedded piles
- Inclination angle
- Inclined tip plate
- Tip resistance
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology