Comparison of the load response of closed-ended and open-ended pipe piles driven in gravelly sand

Author:

Han FeiORCID,Ganju Eshan,Salgado Rodrigo,Prezzi Monica

Funder

JTRP

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference61 articles.

1. ASTM D1143/D1143 M-07 (2013) Standard test methods for deep foundations under static axial compressive load. ASTM International, West Conshohocken

2. Abu-Farsakh MY, Haque MN, Tsai C (2017) A full-scale field study for performance evaluation of axially loaded large-diameter cylinder piles with pipe piles and PSC piles. Acta Geotech 12:753–772. https://doi.org/10.1007/s11440-016-0498-9

3. Alawneh AS, Malkawi AIH, Al-Deeky H (1999) Tension tests on smooth and rough model piles in dry sand. Can Geotech J 36:746–753. https://doi.org/10.1139/cgj-36-4-746

4. Aoki N, Velloso DA (1975) An approximate method to estimate the bearing capacity of piles. In: Proceedings of the 5th Pan-American conference of soil mechanics and foundation engineering. International society of soil mechanics and geotechnical engineering, pp 367–376

5. Axelsson G (2000) Long-term set-up of driven piles in sand. Royal Institute of Technology, Stockholm

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