Experimental and numerical study on blast-induced rock damage and fragmentation under low temperatures

IF 5.7 2区 工程技术 Q1 ENGINEERING, MECHANICAL Engineering Failure Analysis Pub Date : 2025-03-05 DOI:10.1016/j.engfailanal.2025.109497
Zilong Zhou , Zhen Wang , Ruishan Cheng , Jiaming Wang
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Abstract

Low temperatures in cold regions have significant effects on rock blasting performance, e.g., blast-induced rock fragmentation. However, very limited study has explored the influences of sub-zero temperatures on blast-induced rock response. The present study employs experimental tests and numerical simulation to examine the damage and fragmentation of rock subjected to blasting under low-temperature conditions. The small-scale blasting tests of rocks at room temperature (i.e., 20 °C) and different low temperatures (i.e., from −10°C to −40°C) are first conducted to examine low temperatures’ effects on blast-induced rock fragmentation by using the three-parameter Generalized Extreme Value (GEV) function and the fractal theory. The findings indicate that the average sizes of blast-induced rock fragments first increase and then fall as the rock temperatures drop from 20 °C to − 40 °C, and the least uniform fragment size distribution is presented at −30 °C. Moreover, the numerical models of a full-scale deep borehole are established to examine the effects of different low-temperature gradient characteristics in rock mass on the damage and fragmentation of rocks caused by blasting. It is observed that the blast-induced damage of the multi-gradient low-temperature rock mass first decreases and then increases with rock depths approaching the ground surface. In addition, it is noted that rock damage and fragmentation induced by blasting can significantly differ with changing multi-gradient low-temperature conditions in a rock mass (e.g., different multi-gradient low-temperature ranges, multi-gradient low-temperature depths in rock mass, and numbers of multi-gradient low-temperature layers). The findings can be used as a reference for fine rock blasting design under low-temperature conditions.
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低温下爆破岩石损伤与破碎的实验与数值研究
寒冷地区的低温对岩石爆破性能有显著影响,如爆致岩石破碎。然而,对于零下温度对岩石爆炸响应影响的研究非常有限。本文采用实验试验和数值模拟相结合的方法,研究了低温条件下爆破对岩石的破坏和破碎。首先采用三参数广义极值(GEV)函数和分形理论,对常温(20℃)和不同低温(−10℃~−40℃)下的岩石进行了小尺度爆破试验,研究了低温对爆破破岩的影响。结果表明:随着岩石温度从20℃降至- 40℃,爆破破片的平均尺寸先增大后减小,在- 30℃时破片尺寸分布最不均匀;此外,建立了全尺寸深孔数值模型,考察了岩体中不同低温梯度特征对爆破岩石损伤破碎的影响。多梯度低温岩体的爆破损伤随岩体深度接近地表呈现先减小后增大的趋势。此外,研究还发现,岩体中不同的多梯度低温条件(如不同的多梯度低温范围、岩体中不同的多梯度低温深度、不同的多梯度低温层数)对爆破引起的岩石损伤和破碎有显著影响。研究结果可为低温条件下细岩爆破设计提供参考。
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来源期刊
Engineering Failure Analysis
Engineering Failure Analysis 工程技术-材料科学:表征与测试
CiteScore
7.70
自引率
20.00%
发文量
956
审稿时长
47 days
期刊介绍: Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies. Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials. Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged. Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.
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