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ZHENG, B.; BAYAT, M.; SHI, Y.; JIANG, Y.; QIAN, X.; NOVÁK, D.; CAO, M.
Original Title
Forecasting approach of ultimate bearing capacity of underreamed anchor under local shear failure
English Title
Type
WoS Article
Original Abstract
The end resistance formula in the current industry specification has parameters that are difficult to determine precisely, resulting in estimated results often does not reflect the true condition of underreamed anchor. To address this problem, based on the elucidation of load transfer law when local shear damage occurs in the soil around anchor under vertical pulling action of underreamed anchor, a model of end resistance of underreamed anchor is proposed. The model can calculate the end resistance while avoiding uncertainty of parameters of current formula. Numerical simulations and field tests show that the proposed model significantly improves the accuracy of calculating end resistance of underreamed anchor.
English abstract
Keywords
Underreamed anchor, End resistance model, Local shear failure
Key words in English
Authors
Released
01.06.2025
Publisher
Elsevier
ISBN
2307-1877
Periodical
Journal of Engineering Research
Volume
13
Number
2
State
State of Kuwait
Pages from
1379
Pages to
1386
Pages count
8
URL
https://www.sciencedirect.com/science/article/pii/S2307187723003395?via%3Dihub
Full text in the Digital Library
http://hdl.handle.net/11012/255189
BibTex
@article{BUT187433, author="Bin {Zheng} and Mahmoud {Bayat} and Yehui {Shi} and Yazhou {Jiang} and Xiangdong {Qian} and Drahomír {Novák} and Maosen {Cao}", title="Forecasting approach of ultimate bearing capacity of underreamed anchor under local shear failure", journal="Journal of Engineering Research", year="2025", volume="13", number="2", pages="1379--1386", doi="10.1016/j.jer.2023.12.006", issn="2307-1877", url="https://www.sciencedirect.com/science/article/pii/S2307187723003395?via%3Dihub" }
Documents
1-s2.0-S2307187723003395-main