Technical Notes
Apr 20, 2021

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

Publication: International Journal of Geomechanics
Volume 21, Issue 7

Abstract

The existence of debris at the bottom of a rock socket significantly influences the mechanical behavior of a rock-socketed pile. To investigate the effects of debris on shaft friction and load transfer characteristics of a rock-socketed fiber–reinforced polymer (FRP) seawater sea–sand concrete (SSC) pile, two physical model tests will be conducted in this study. Cyclic and monotonic loadings will be applied on the top of FRP–SSC model piles along the axial direction. The vertical strains inside the model piles will be monitored by embedded fiber Bragg grating (FBG) sensors, which will be used to calculate axial stress inside the pile and shaft friction at the pile–rock interface. From the monitoring results, the detailed distribution of load transfer and shaft friction in each model pile is obtained. A comparison of the results from the two model pile tests indicates that the shaft friction and the end-bearing stress were significantly influenced by debris at the bottom of the rock socket. Under cyclic loading and static loading, the mobilization of shaft friction is more dominant when debris existed than when it does not. The end-bearing stress was reduced due to the existence of debris.

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Acknowledgments

The work in this study was supported by a Theme-based Research Scheme project (T22-502/18-R), a Research Impact Fund project (R5037-18) and two GRF projects (PolyU 152796/16E, PolyU 152209/17E) from the Research Grants Council of Hong Kong Special Administrative Region Government of China. The authors also acknowledge the financial supports from the Research Institute for Sustainable Urban Development of The Hong Kong Polytechnic University and a grant (ZDBS) from The Hong Kong Polytechnic University.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 21Issue 7July 2021

History

Received: Jul 26, 2020
Accepted: Feb 9, 2021
Published online: Apr 20, 2021
Published in print: Jul 1, 2021
Discussion open until: Sep 20, 2021

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Authors

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Zejian Chen [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong SAR 999077, China. Email: [email protected]
Research Assistant Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong SAR 999077, China (corresponding author). ORCID: https://orcid.org/0000-0002-4145-5445. Email: [email protected]
Chair Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong SAR 999077, China. ORCID: https://orcid.org/0000-0002-7200-3695. Email: [email protected]
Numan Malik [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong SAR 999077, China. Email: [email protected]

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Cited by

  • Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket, Journal of Geotechnical and Geoenvironmental Engineering, 10.1061/JGGEFK.GTENG-11529, 150, 4, (2024).
  • Durability of tubular sea water sea sand concrete and fibre-reinforced polymer hybrid structures: Mechanisms and effective parameters: Critical overview and discussion, Construction and Building Materials, 10.1016/j.conbuildmat.2022.130206, 366, (130206), (2023).
  • Studying effects of interface surface roughness, mean particle size, and particle shape on the shear behavior of sand-coated CFRP interface, Transportation Geotechnics, 10.1016/j.trgeo.2022.100841, 37, (100841), (2022).
  • Experimental investigation on reinforcement effect of sustainable materials for different subgrades, Journal of Cleaner Production, 10.1016/j.jclepro.2022.130944, 343, (130944), (2022).
  • Hybrid fibre reinforced polymer and seawater sea sand concrete structures: A systematic review on short-term and long-term structural performance, Construction and Building Materials, 10.1016/j.conbuildmat.2021.124335, 301, (124335), (2021).

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