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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