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Experimental Study on Dynamic Characteristics of Similar Rock Mass with Filled Joints at Different Dip Angles
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Zhi-de WANG1, Yang WU1, Wen-dong YANG1, Man-qing LIN2, 3, Wen-hua ZHU1, Shi-shi HU4, Wei WEI4, Yue-kang DI5
Blasting | 2025, 42(3) : 46 - 53
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Blasting | 2025, 42(3): 46-53
BLASTING IN ORE AND ROCK
Experimental Study on Dynamic Characteristics of Similar Rock Mass with Filled Joints at Different Dip Angles
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Zhi-de WANG1, Yang WU1, Wen-dong YANG1, Man-qing LIN2, 3, Wen-hua ZHU1, Shi-shi HU4, Wei WEI4, Yue-kang DI5
Affiliations
  • 1.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China
  • 2.School of Resources & Safety Engineering, Wuhan Institute of Technology, Wuhan 430205, China
  • 3.Engineering Research Center of Phosphorus Resources Development and Utilization of Ministry of Education, Wuhan 430205, China
  • 4.China Gezhouba Group Cement Co.. Ltd., Wuhan 430073, China
  • 5.The Fourth Branch of China Railway Signal & Communication Construction Group Co., Ltd., Beijing 101400, China
Published: 2025-03-07 doi: 10.3963/j.issn.1001-487X.2025.03.006
Outline
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The presence of joint fractures significantly influences the dynamic performance of the rock mass. To investigate the effects of joint angles and filling materials on the dynamic response of filling joint samples under impact loading, a series of impact tests were conducted using a split Hopkinson pressure bar (SHPB). Samples with seven different joint angles and three types of filling materials were tested. The relationships between dynamic characteristics, energy dissipation, joint angles, and properties of the filling material were systematically analyzed. The results indicate that: (1) The stress-strain curves of the joint samples of different filling media are significantly different. The stress-strain curves of sediment and lime filling samples show plastic failure characteristics at joint angle α≤45° and brittle failure at joint angle α>45°, while gypsum filled samples primarily display brittle failure, except at joint angle α=45°, where plastic failure occurs due to stress wave propagation effects. (2) The dynamic compressive strength of joint samples with the same filling material initially decreases and then increases with the increasing joint angle α, reaching a minimum value at α=45°. Among the three filling materials, gypsum-filled joints exhibit the highest compressive strengths. (3) Energy dissipation characteristics vary with joint angle. The reflected energy ratio increases initially and then decreases, peaking at α=45°, while the transmitted and absorbed energy ratios decrease initially and then increase, reaching their lowest values at α=45°. These findings provide critical insights into the dynamic behavior of jointed rock masses and have practical implications for engineering applications involving impact or blast loading.

SHPB  /  joint angles  /  filling material  /  dynamic characteristics  /  energy dissipation law
Zhi-de WANG, Yang WU, Wen-dong YANG, Man-qing LIN, Wen-hua ZHU, Shi-shi HU, Wei WEI, Yue-kang DI. Experimental Study on Dynamic Characteristics of Similar Rock Mass with Filled Joints at Different Dip Angles[J]. Blasting, 2025 , 42 (3) : 46 -53 . DOI: 10.3963/j.issn.1001-487X.2025.03.006
  • National Natural Science Foundation of China(42077228; 51374163)
  • the Open Project of Engineering Research Center of Phosphorus Resources Development and Utilization of Ministry of Education(LKF202004)
  • the Science and Technology Program of Wuhan Municipal Urban-Rural Development Bureau(武城建[2017]12号-201740; 武城建[2019]68号-201941)
Year 2025 volume 42 Issue 3
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Article Info
doi: 10.3963/j.issn.1001-487X.2025.03.006
  • Receive Date:2024-11-19
  • Online Date:2026-03-17
  • Published:2025-03-07
Article Data
Affiliations
History
  • Received:2024-11-19
Funding
National Natural Science Foundation of China(42077228; 51374163)
the Open Project of Engineering Research Center of Phosphorus Resources Development and Utilization of Ministry of Education(LKF202004)
the Science and Technology Program of Wuhan Municipal Urban-Rural Development Bureau(武城建[2017]12号-201740; 武城建[2019]68号-201941)
Affiliations
    1.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China
    2.School of Resources & Safety Engineering, Wuhan Institute of Technology, Wuhan 430205, China
    3.Engineering Research Center of Phosphorus Resources Development and Utilization of Ministry of Education, Wuhan 430205, China
    4.China Gezhouba Group Cement Co.. Ltd., Wuhan 430073, China
    5.The Fourth Branch of China Railway Signal & Communication Construction Group Co., Ltd., Beijing 101400, China

Corresponding:

ZHU Wen-hua (1966-), male, born in Xinyang city, Henan province, master degree, associate researcher, mainly engaged in the teaching and scientific research of geotechnical engineering, (E-mail) .
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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