Theoretical and Experimental Study of the Effects of Impact Drilling Parameters on the Properties of Surrounding Rock Damage

Using a self-designed hydraulic impact drilling test-bed and rock core drill, six groups of cylindrical granite specimens (93 mm dia. × 200 mm) containing central axial holes formed either by impact or nonimpact drilling methods were tested in uniaxial compression to failure on an Instron 1346 unive...

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Main Authors: Zhi Liu, Wanrong Wu, Qianhua Hao, Peng Sun, Yuangen Ding
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2020/8865619
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spelling doaj-8d85ee7f6327414ea953ebb37ddbb2422020-11-25T03:24:09ZengHindawi LimitedShock and Vibration1070-96221875-92032020-01-01202010.1155/2020/88656198865619Theoretical and Experimental Study of the Effects of Impact Drilling Parameters on the Properties of Surrounding Rock DamageZhi Liu0Wanrong Wu1Qianhua Hao2Peng Sun3Yuangen Ding4College of Mechanical and Electrical Engineering, Central South University, Changsha 410083, Hunan, ChinaCollege of Mechanical and Electrical Engineering, Central South University, Changsha 410083, Hunan, ChinaCollege of Mechanical and Electrical Engineering, Central South University, Changsha 410083, Hunan, ChinaCollege of Mechanical and Electrical Engineering, Central South University, Changsha 410083, Hunan, ChinaCollege of Mechanical and Electrical Engineering, Central South University, Changsha 410083, Hunan, ChinaUsing a self-designed hydraulic impact drilling test-bed and rock core drill, six groups of cylindrical granite specimens (93 mm dia. × 200 mm) containing central axial holes formed either by impact or nonimpact drilling methods were tested in uniaxial compression to failure on an Instron 1346 universal testing machine to investigate their mechanics and damage properties. The longitudinal acoustic wave velocities were measured before testing. The rock specimens were grouped according to the method of drilling the central hole (impact load exerted by different impact power and different frequencies for an approximately identical impact power, or nonimpact drilling). In this study, a statistical constitutive damage model based on Weibull distribution was used to calculate the degree of rock damage after drilling center holes. The experimental curves were measured to analyze the damage evolution process and the radius of rock damage. These indicate that rock damage increased with the increase of impact power and decreased with increasing impact frequency at constant impact power. This was also verified by the measured longitudinal wave velocity in all rock specimens. These results have significance for guiding the design of composite rock drilling tools that are dedicated to improving rock-breaking efficiency.http://dx.doi.org/10.1155/2020/8865619
collection DOAJ
language English
format Article
sources DOAJ
author Zhi Liu
Wanrong Wu
Qianhua Hao
Peng Sun
Yuangen Ding
spellingShingle Zhi Liu
Wanrong Wu
Qianhua Hao
Peng Sun
Yuangen Ding
Theoretical and Experimental Study of the Effects of Impact Drilling Parameters on the Properties of Surrounding Rock Damage
Shock and Vibration
author_facet Zhi Liu
Wanrong Wu
Qianhua Hao
Peng Sun
Yuangen Ding
author_sort Zhi Liu
title Theoretical and Experimental Study of the Effects of Impact Drilling Parameters on the Properties of Surrounding Rock Damage
title_short Theoretical and Experimental Study of the Effects of Impact Drilling Parameters on the Properties of Surrounding Rock Damage
title_full Theoretical and Experimental Study of the Effects of Impact Drilling Parameters on the Properties of Surrounding Rock Damage
title_fullStr Theoretical and Experimental Study of the Effects of Impact Drilling Parameters on the Properties of Surrounding Rock Damage
title_full_unstemmed Theoretical and Experimental Study of the Effects of Impact Drilling Parameters on the Properties of Surrounding Rock Damage
title_sort theoretical and experimental study of the effects of impact drilling parameters on the properties of surrounding rock damage
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2020-01-01
description Using a self-designed hydraulic impact drilling test-bed and rock core drill, six groups of cylindrical granite specimens (93 mm dia. × 200 mm) containing central axial holes formed either by impact or nonimpact drilling methods were tested in uniaxial compression to failure on an Instron 1346 universal testing machine to investigate their mechanics and damage properties. The longitudinal acoustic wave velocities were measured before testing. The rock specimens were grouped according to the method of drilling the central hole (impact load exerted by different impact power and different frequencies for an approximately identical impact power, or nonimpact drilling). In this study, a statistical constitutive damage model based on Weibull distribution was used to calculate the degree of rock damage after drilling center holes. The experimental curves were measured to analyze the damage evolution process and the radius of rock damage. These indicate that rock damage increased with the increase of impact power and decreased with increasing impact frequency at constant impact power. This was also verified by the measured longitudinal wave velocity in all rock specimens. These results have significance for guiding the design of composite rock drilling tools that are dedicated to improving rock-breaking efficiency.
url http://dx.doi.org/10.1155/2020/8865619
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