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 | |
| 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
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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 journal › Article
TY - JOUR
T1 - Determination of the cutting resistance model of soil
AU - Szymanski, Jozef Karol
AU - Balideh, Saleh
AU - Suglo, Raymond S.
AU - Planeta, Stefan
PY - 2011/11
Y1 - 2011/11
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=84861313728&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84861313728&partnerID=8YFLogxK
U2 - 10.1504/IJMME.2011.043850
DO - 10.1504/IJMME.2011.043850
M3 - Article
AN - SCOPUS:84861313728
VL - 3
SP - 220
EP - 232
JO - International Journal of Mining and Mineral Engineering
JF - International Journal of Mining and Mineral Engineering
SN - 1754-890X
IS - 3
ER -