Centrifugal Model Test Based Bearing Characteristics and Analytical Model of Uplift Pile in Combined Composite Ground-Reference-Cited by-同舟云学术

Centrifugal Model Test Based Bearing Characteristics and Analytical Model of Uplift Pile in Combined Composite Ground

Published:2022-02-27 Issue:6 Volume:55 Page:3525-3543
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Wang Qinke,Hu Zhongbo,Ji Yukun^ORCID,Ma Jianlin,Chen Wenlong

Funder

National Key Research and Development Program of China

Science and Technology Research and Development Program of China Railway Corporation

State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining & Technology

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s00603-022-02820-z.pdf

Reference65 articles.

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3. Barrett JW, Prendergast LJ (2020) Empirical shaft resistance of driven piles penetrating weak rock. Rock Mech Rock Eng 53:5531–5543. https://doi.org/10.1007/s00603-020-02228-7

4. Chattopadhyay BC, Pise PJ (1986) Uplift capacity of piles in sand. J Geotech Eng 112(9):888–904. https://doi.org/10.1016/0148-9062(87)91473-2

5. Choo YW, Kim D (2015) Experimental development of the p-y relationship for large-diameter offshore monopiles in sands: centrifuge tests. J Geotech Geoenviron Eng 142(1):04015058. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001373

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