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

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F26%3A0187433" target="_blank" >RIV/00216305:26110/26:0187433 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.sciencedirect.com/science/article/pii/S2307187723003395?via%3Dihub" target="_blank" >https://www.sciencedirect.com/science/article/pii/S2307187723003395?via%3Dihub</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.jer.2023.12.006" target="_blank" >10.1016/j.jer.2023.12.006</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

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

  • Original language description

    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.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/TM04000012" target="_blank" >TM04000012: A concrete bridge health interpretation system based on mutual boost of big data and physical mechanism</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2025

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Journal of Engineering Research

  • ISSN

    2307-1877

  • e-ISSN

    2307-1885

  • Volume of the periodical

    13

  • Issue of the periodical within the volume

    2

  • Country of publishing house

    KW - KUWAIT

  • Number of pages

    8

  • Pages from-to

    1379-1386

  • UT code for WoS article

    001514365600030

  • EID of the result in the Scopus database

    2-s2.0-85186197973