Determination of the cutting resistance model of soil

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

doi:10.1504/IJMME.2011.043850

Determination of the cutting resistance model of soil

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

Mining & Geological Engineering

Research output: Contribution to journal › Article

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 language	English
Pages (from-to)	220-232
Number of pages	13
Journal	International Journal of Mining and Mineral Engineering
Volume	3
Issue number	3
DOIs	https://doi.org/10.1504/IJMME.2011.043850
Publication status	Published - Nov 2011

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All Science Journal Classification (ASJC) codes

Geotechnical Engineering and Engineering Geology
Industrial and Manufacturing Engineering

Cite this

Szymanski, J. K., Balideh, S., Suglo, R. S., & Planeta, S. (2011). Determination of the cutting resistance model of soil. International Journal of Mining and Mineral Engineering, 3(3), 220-232. https://doi.org/10.1504/IJMME.2011.043850

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10.1504/IJMME.2011.043850