Impact-induced failure and mechanical response of rapidly solidified sealing materials for blast holes

IF 5.7 2区 工程技术 Q1 ENGINEERING, MECHANICAL Engineering Failure Analysis Pub Date : 2025-06-15 Epub Date: 2025-03-24 DOI:10.1016/j.engfailanal.2025.109552
Jiayao Chen , Zhongwen Yue , Wei Liu , Peng Wang , Kejun Xue , Qingyu Jin , Meng Ren , Huaqiang Liu
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Abstract

This study addresses the challenge of inadequate hole sealing in the drill-and-blast method, which often results in suboptimal blasting performance, by investigating the development and mechanical behavior of sealing materials through theoretical analysis and laboratory testing. First, the formation mechanism of caliche is analyzed, leading to the creation of a stable, fast-setting single-slurry sealing material suitable for pumping applications. Second, a dynamic friction strength model is developed to characterize the sealing performance of the material, based on principles of material and friction mechanics. Furthermore, key factors influencing sealing strength are systematically identified. Finally, the mechanical response of the materials is evaluated under various conditions using static compression tests and Split Hopkinson Pressure Bar (SHPB) impact tests, offering a systematic framework for evaluating the material’s behavior under both quasi-static and high strain-rate conditions. The results indicate that sealing length has a more pronounced effect on sealing properties than the material’s age. Furthermore, as impact air pressure increases, the sealing material undergoes a failure transition from brittle fracture to plastic deformation, demonstrating enhanced damage resistance under high strain rate conditions. This study also reveals previously unquantified effects of sealing length and impact loading on failure behavior, providing new insights into the material’s dynamic failure resistance and sealing efficiency optimization. These findings not only enhance the sealing quality of blast holes but also provide valuable insights into mechanized sealing technology, offering significant implications for engineering applications.
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爆破孔快速固化密封材料冲击失效及力学响应
本研究通过理论分析和实验室测试,研究了密封材料的发展和力学行为,解决了钻孔爆破方法中孔密封不足的问题,这往往导致爆破性能不佳。首先,分析了水泥浆的形成机理,从而创造出一种稳定、快速凝固的单泥浆密封材料,适用于泵送应用。其次,基于材料力学和摩擦力学原理,建立了动态摩擦强度模型来表征材料的密封性能。系统地识别了影响密封强度的关键因素。最后,通过静态压缩试验和劈裂霍普金森压杆(SHPB)冲击试验评估材料在各种条件下的力学响应,为评估材料在准静态和高应变率条件下的行为提供了一个系统的框架。结果表明,密封长度对密封性能的影响比材料的使用年限更显著。此外,随着冲击空气压力的增加,密封材料经历了从脆性断裂到塑性变形的破坏转变,在高应变率条件下表现出增强的抗损伤能力。该研究还揭示了先前未量化的密封长度和冲击载荷对破坏行为的影响,为材料的动态抗破坏能力和密封效率优化提供了新的见解。这些发现不仅提高了爆破孔的密封质量,而且为机械化密封技术提供了有价值的见解,对工程应用具有重要意义。
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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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