An Analytical Model for Calculating the Active Interaction Forces of the Working Body of Earth-Moving Machines with Sticky Soils

In this study is presented an analytical mathematical model developed to determine the forces arising during the active penetration of machine working bodies into sticky rocks. The methodology is based on the method of element-by-element calculation of resistances, where the contact zone is divided into discrete prisms of material. As a result of the analysis, a final formula for the total penetration force is derived. This formula shows the dependence of the resistance force on the dimensions of the tool (thickness, depth, angle of sharpening) and the physical characteristics of the rock (internal friction, adhesion, stickiness). The model serves as a reliable engineering tool for the design and optimization of working bodies of earthmoving and mining equipment.

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Publication Details

Journal
Communications - Scientific letters of the University of Zilina
Published
2025-11-10
DOI
https://doi.org/10.26552/com.c.2026.002
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
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article

An Analytical Model for Calculating the Active Interaction Forces of the Working Body of Earth-Moving Machines with Sticky Soils

Nurbol Kamzanov, Guldariya Naimanova, Rustem Kozbagarov, Bakytzhan Kyrgyzbay et al.
Communications - Scientific letters of the University of Zilina
Geotechnical and Geomechanical Engineering
article

An Analytical Model for Calculating the Active Interaction Forces of the Working Body of Earth-Moving Machines with Sticky Soils

Nurbol Kamzanov, Guldariya Naimanova, Rustem Kozbagarov, Bakytzhan Kyrgyzbay, Nursat Baikenzhe, Shynbolat Tynybekov
article en

Abstract

In this study is presented an analytical mathematical model developed to determine the forces arising during the active penetration of machine working bodies into sticky rocks. The methodology is based on the method of element-by-element calculation of resistances, where the contact zone is divided into discrete prisms of material. As a result of the analysis, a final formula for the total penetration force is derived. This formula shows the dependence of the resistance force on the dimensions of the tool (thickness, depth, angle of sharpening) and the physical characteristics of the rock (internal friction, adhesion, stickiness). The model serves as a reliable engineering tool for the design and optimization of working bodies of earthmoving and mining equipment.

Communications - Scientific letters of the University of ZilinaVol. 28(1)
Openalex Percentile: Top 61%
Geotechnical and Geomechanical Engineering
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