Detail publikace

Forecasting approach of ultimate bearing capacity of underreamed anchor under local shear failure

ZHENG, B. BAYAT, M. SHI, Y. JIANG, Y. QIAN, X. NOVÁK, D. CAO, M.

Originální název

Typ

článek v časopise ve Web of Science, Jimp

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

Underreamed anchor, End resistance model, Local shear failure

Autoři

ZHENG, B.; BAYAT, M.; SHI, Y.; JIANG, Y.; QIAN, X.; NOVÁK, D.; CAO, M.

Vydáno

1. 6. 2025

ISSN

2307-1877

Periodikum

Journal of Engineering Research

Ročník

Číslo

Stát

Kuvajtský stát

Strany od

1379

Strany do

1386

Strany počet

URL

https://www.sciencedirect.com/science/article/pii/S2307187723003395?via%3Dihub

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"
}