Determination of the cutting resistance model of soil

Jozef Karol Szymanski, Saleh Balideh, Raymond S. Suglo, Stefan Planeta

    Research output: Contribution to journalArticle

    Abstract

    Excavation methods depend on the rock conditions, location, etc. This paper investigated the penetration of an excavator blade into soil. Finite element modelling using the ABAQUS software and analytical methods were used to predict the horizontal forces due to blade movement with varying soil parameters such as friction angle, cohesion coefficient, and angle between soil and blade. The results obtained from the numerical and analytical models compare favourably with each other in the prediction of soil cutting resistance. The depth of soil, internal friction angle and cohesion coefficient were found to be directly related to the cutting resistance of soil.

    Original languageEnglish
    Pages (from-to)220-232
    Number of pages13
    JournalInternational Journal of Mining and Mineral Engineering
    Volume3
    Issue number3
    DOIs
    Publication statusPublished - Nov 2011

    Fingerprint

    Soils
    soil
    cohesion
    friction
    Excavators
    Internal friction
    ABAQUS
    Excavation
    cutting (process)
    Numerical models
    Analytical models
    analytical method
    excavation
    penetration
    Rocks
    Friction
    software
    prediction
    rock
    modeling

    All Science Journal Classification (ASJC) codes

    • Geotechnical Engineering and Engineering Geology
    • Industrial and Manufacturing Engineering

    Cite this

    Szymanski, Jozef Karol ; Balideh, Saleh ; Suglo, Raymond S. ; Planeta, Stefan. / Determination of the cutting resistance model of soil. In: International Journal of Mining and Mineral Engineering. 2011 ; Vol. 3, No. 3. pp. 220-232.
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    Determination of the cutting resistance model of soil. / Szymanski, Jozef Karol; Balideh, Saleh; Suglo, Raymond S.; Planeta, Stefan.

    In: International Journal of Mining and Mineral Engineering, Vol. 3, No. 3, 11.2011, p. 220-232.

    Research output: Contribution to journalArticle

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