Experimental Investigation on the Effects of Cutting Direction and Joint Spacing on the Cuttability Behaviour of a Conical Pick in Jointed Rock Mass

In this study, a series of rock cutting tests was conducted using a conical pick to investigate the effect of joints on roadheader performance. Tests were performed on intact rock and jointed rock mass specimens with three different joint spacings. The results indicate that cuttability is enhanced i...

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Main Authors: Han-Eol Kim, Min-Seong Kim, Wan-Kyu Yoo, Chang-Yong Kim
Format: Article
Language:English
Published: MDPI AG 2025-04-01
Series:Applied Sciences
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Online Access:https://www.mdpi.com/2076-3417/15/8/4347
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author Han-Eol Kim
Min-Seong Kim
Wan-Kyu Yoo
Chang-Yong Kim
author_facet Han-Eol Kim
Min-Seong Kim
Wan-Kyu Yoo
Chang-Yong Kim
author_sort Han-Eol Kim
collection DOAJ
description In this study, a series of rock cutting tests was conducted using a conical pick to investigate the effect of joints on roadheader performance. Tests were performed on intact rock and jointed rock mass specimens with three different joint spacings. The results indicate that cuttability is enhanced in jointed rock mass compared to intact rock due to the influence of joints on fracture mechanics. When cutting perpendicular to the joint plane, joints shorten the fracture path for rock chip formation, reducing the cutting force (<i>FC</i>). In parallel cutting, the joint plane acts as a barrier to side-crack propagation, leading to a further reduction in <i>FC</i>. The <i>FC</i> and specific energy (<i>SE</i>) were generally lower in parallel cutting than in perpendicular cutting. However, when the cutting depth exceeded 0.2 times the joint spacing and the line spacing surpassed 0.4 times the joint spacing, this trend reversed. This occurred because joints hindered the interaction between adjacent cuts, causing a transition to an unrelieved cutting mode. Additionally, <i>FC</i> and <i>SE</i> increased with joint spacing. When joint spacing reached ten times the cutting depth, their values approached those of intact rock. This suggests that the joint effect becomes negligible. These findings provide a better understanding of the effect of joints on roadheader performance.
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spelling doaj-art-cf7ae41cc39e4f3fa6a27f2a1b972ad22025-08-20T02:28:19ZengMDPI AGApplied Sciences2076-34172025-04-01158434710.3390/app15084347Experimental Investigation on the Effects of Cutting Direction and Joint Spacing on the Cuttability Behaviour of a Conical Pick in Jointed Rock MassHan-Eol Kim0Min-Seong Kim1Wan-Kyu Yoo2Chang-Yong Kim3Department of Geotechnical Engineering Research, Korea Institute of Civil Engineering and Building Technology, 283 Goyangdae-ro, Ilsanseo-gu, Goyang-si 10223, Republic of KoreaDepartment of Energy and Resources Engineering, Chonnam National University, 77 Yongbong-ro, Buk-gu, Gwangju 61186, Republic of KoreaDepartment of Geotechnical Engineering Research, Korea Institute of Civil Engineering and Building Technology, 283 Goyangdae-ro, Ilsanseo-gu, Goyang-si 10223, Republic of KoreaDepartment of Geotechnical Engineering Research, Korea Institute of Civil Engineering and Building Technology, 283 Goyangdae-ro, Ilsanseo-gu, Goyang-si 10223, Republic of KoreaIn this study, a series of rock cutting tests was conducted using a conical pick to investigate the effect of joints on roadheader performance. Tests were performed on intact rock and jointed rock mass specimens with three different joint spacings. The results indicate that cuttability is enhanced in jointed rock mass compared to intact rock due to the influence of joints on fracture mechanics. When cutting perpendicular to the joint plane, joints shorten the fracture path for rock chip formation, reducing the cutting force (<i>FC</i>). In parallel cutting, the joint plane acts as a barrier to side-crack propagation, leading to a further reduction in <i>FC</i>. The <i>FC</i> and specific energy (<i>SE</i>) were generally lower in parallel cutting than in perpendicular cutting. However, when the cutting depth exceeded 0.2 times the joint spacing and the line spacing surpassed 0.4 times the joint spacing, this trend reversed. This occurred because joints hindered the interaction between adjacent cuts, causing a transition to an unrelieved cutting mode. Additionally, <i>FC</i> and <i>SE</i> increased with joint spacing. When joint spacing reached ten times the cutting depth, their values approached those of intact rock. This suggests that the joint effect becomes negligible. These findings provide a better understanding of the effect of joints on roadheader performance.https://www.mdpi.com/2076-3417/15/8/4347cutting forcecutting efficiencyrock cutting testjoint rock massconical pick
spellingShingle Han-Eol Kim
Min-Seong Kim
Wan-Kyu Yoo
Chang-Yong Kim
Experimental Investigation on the Effects of Cutting Direction and Joint Spacing on the Cuttability Behaviour of a Conical Pick in Jointed Rock Mass
Applied Sciences
cutting force
cutting efficiency
rock cutting test
joint rock mass
conical pick
title Experimental Investigation on the Effects of Cutting Direction and Joint Spacing on the Cuttability Behaviour of a Conical Pick in Jointed Rock Mass
title_full Experimental Investigation on the Effects of Cutting Direction and Joint Spacing on the Cuttability Behaviour of a Conical Pick in Jointed Rock Mass
title_fullStr Experimental Investigation on the Effects of Cutting Direction and Joint Spacing on the Cuttability Behaviour of a Conical Pick in Jointed Rock Mass
title_full_unstemmed Experimental Investigation on the Effects of Cutting Direction and Joint Spacing on the Cuttability Behaviour of a Conical Pick in Jointed Rock Mass
title_short Experimental Investigation on the Effects of Cutting Direction and Joint Spacing on the Cuttability Behaviour of a Conical Pick in Jointed Rock Mass
title_sort experimental investigation on the effects of cutting direction and joint spacing on the cuttability behaviour of a conical pick in jointed rock mass
topic cutting force
cutting efficiency
rock cutting test
joint rock mass
conical pick
url https://www.mdpi.com/2076-3417/15/8/4347
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