Experimental and Semitheoretical Analyses of Uplift Capacity of Belled Pile in Sand

Author:

Kang Jung-goo1,Kang Gyeong-o2ORCID

Affiliation:

1. Senior Researcher, Dept. of Geotechnical Engineering Research, Korea Institute of Civil Engineering and Building Technology, Daehwa-Dong 283, Goyangdae-Ro, Ilsanseo-Gu, Goyang-Si, Gyeonggi-Do, 10223, Republic of Korea.

2. Assistant Professor, Dept. of Civil Engineering, Gwangju Univ., 277 Hyodeck-ro, Nam-gu, Gwangju 61743, Republic of Korea. ORCID: . (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference57 articles.

1. A new design chart for estimating friction angle between soil and pile materials

2. Influence of shearing rate on interfacial friction between sand and steel;Al-Mhaidib A. I.;Eng. J. Univ. Qatar,2006

3. Design of monopiles for offshore wind turbines in 10 steps

4. Arshad M. I. 2014. “Experimental study of the displacements caused by cone penetration in sand.” Ph.D. Thesis Dept. of Civil Engineering Purdue Univ.

5. Balla, A. 1961. “The resistance to breaking-out of mushroom foundations for pylons.” In Proc. 5th. Int. Conf. Soil Mechanics and Foundation Engineering, 569–576. Paris, France: Dunod.

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