Experimental study on the seismic behavior of new PHC piles-Reference-Cited by-同舟云学术

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Experimental study on the seismic behavior of new PHC piles

Published:2020-08 Issue:16 Volume:13 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Cao Xiaolin,Dai Guoliang,Gong Weiming,Zhu Mingxing,Tang Jianan

Funder

Research Innovation Program for College Graduates of Jiangsu Province

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://link.springer.com/content/pdf/10.1007/s12517-020-05819-4.pdf

Reference22 articles.

1. Akiyama M, Abe S, Aoki N, Suzuki M (2012) Flexural test of precast high-strength reinforced concrete pile prestressed with unbonded bars arranged at the center of the cross-section. Eng Struct 34:259–270. https://doi.org/10.1016/j.engstruct.2011.09.007

2. Au FTK, Leung CCY, Kwan AKH (2011) Flexural ductility and deformability of reinforced and prestressed concrete sections. Comput Concr 8:473–489. https://doi.org/10.12989/cac.2011.8.4.473

3. Banerjee S, Stanton JF, Hawkins NM (1987) Seismic performance of precast prestressed concrete piles. J Struct Eng 113:381–396. https://doi.org/10.1061/(ASCE)0733-9445(1987)113:2(381)

4. Guo ZH (1999) Theory of reinforced concrete. Tsinghua University Press, Beijing

5. Guo ZS, He WB, Bai XH, Frank CY (2017) Seismic performance of pile-cap connections of prestressed high-strength concrete pile with different details. Struct Eng Int 27:546–557. https://doi.org/10.2749/222137917X14881937845963

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1. Seismic performance of precast UHPC pipe pile with two pile-cap beam connection types: An experimental and numerical study;Soil Dynamics and Earthquake Engineering;2024-11

2. Enhancing Quality Management of PHC Piles through Improved Driving Formulas: A Comprehensive Review and Analysis;Applied Sciences;2024-08-02

3. Vertical bearing capacity of spun precast concrete piles in liquefiable soil: a case study;Geotechnical Research;2024-06-01

4. Research on Dynamic Pile-Driving Formula Parameters and Driving Feasibility of Extra-Long PHC Pipe Piles;Buildings;2023-05-16

5. Load-Bearing Characteristics of PHC Piles Constructed by the Inner Digging Method Based on Ultimate Load Testing and Numerical Simulation;Applied Sciences;2023-05-04

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