Shaft Friction Characteristics of Two FRP Seawater Sea–Sand Concrete Piles in a Rock Socket with or without Debris-Reference-Cited by-同舟云学术

Shaft Friction Characteristics of Two FRP Seawater Sea–Sand Concrete Piles in a Rock Socket with or without Debris

Published:2021-07 Issue:7 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Zejian¹,Chen Wen-Bo²^ORCID,Yin Jian-Hua³^ORCID,Malik Numan¹

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong SAR 999077, China.

2. Research Assistant Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong SAR 999077, China (corresponding author). ORCID: .

3. Chair Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong SAR 999077, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002059

Reference29 articles.

1. ACI (American Concrete Institute). 2000. Design, manufacture, and installation of concrete piles. ACI 543R-2000. Farmington Hills, MI: ACI.

2. A review on durability of fiber reinforced polymer (FRP) bars reinforced seawater sea sand concrete

3. Arshi, H., and K. J. Stone. 2011. “An investigation of a rock socketed pile with an integral bearing plate founded over weak rock.” In Proc., 15th European Conf. on Soil Mechanics and Geotechnical Engineering: Geotechnics of Hard Soils—Weak Rock, 705–711. Amsterdam, The Netherlands: IOS Press.

4. Pile capacity for axial cyclic loading by D. V. Griffiths;Bea B. R. G.;J. Geotech. Eng.,1992

5. BD (Buildings Department Technical Committee of Hong Kong). 2017. Code of practice for foundations 2017 of Hong Kong. Hong Kong: BD.

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