A Novel Rockburst Tendency Index Based on LURR

IF 1.9 4区 工程技术 Q3 ENGINEERING, CIVIL
Liupeng Huo, Feng Gao, Yan Xing, Lin Gao, Chunbo Zhou
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引用次数: 0

Abstract

To address the commonly encountered loading and unloading disturbance issues in deep coal resource development, this study analyzes the mechanical properties and deformation characteristics of coal and sandstone. Additionally, a loading and unloading response ratio (LURR) based on crack initiation stress is established to investigate the significance of structural damage and its precursors. Finally, a new rockburst tendency index is defined based on the drop of LURR. The results show that the hysteresis loop of coal and sandstone exhibited three stages of characteristics. The Young’s modulus of both coal and sandstone increased parabolically during loading and unloading process. Sandstone was more prone to larger lateral deformation changes than coal under high confining pressure. LURR of coal could be classified into three stages, while the LURR of sandstone had only two stages. The former could be used as a parameter to evaluate the degradation degree of materials under the collaborative action of coal and sandstone, and the trend of the LURR could be used as a precursor of system failure. it can represent energy dissipation capacity of the mechanical system. The rockburst tendency index based on the drop of LURR effectively reflects the changes in fractal dimension D and surface roughness after material failure, and this index can be classified into three levels: weak, medium, and strong. The research results are expected to improve the understanding of the failure process in underground engineering and system failure.

基于 LURR 的新型岩爆倾向指数
针对深部煤炭资源开发中常遇到的加载和卸载扰动问题,本研究分析了煤炭和砂岩的力学性能和变形特征。此外,还建立了基于裂纹起始应力的加载和卸载响应比(LURR),以研究结构破坏及其前兆的重要性。最后,根据 LURR 的下降定义了新的岩爆倾向指数。结果表明,煤和砂岩的滞后环表现出三个阶段的特征。在加载和卸载过程中,煤和砂岩的杨氏模量均呈抛物线上升。在高约束压力下,砂岩比煤炭更容易发生较大的横向变形变化。煤的 LURR 可分为三个阶段,而砂岩的 LURR 只有两个阶段。前者可作为评价煤和砂岩协同作用下材料降解程度的参数,而 LURR 的变化趋势可作为系统失效的前兆,代表了机械系统的耗能能力。基于 LURR 下降的岩爆倾向指数有效反映了材料破坏后分形维数 D 和表面粗糙度的变化,该指数可分为弱、中、强三个等级。该研究成果有望提高人们对地下工程失效过程和系统失效的认识。
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来源期刊
KSCE Journal of Civil Engineering
KSCE Journal of Civil Engineering ENGINEERING, CIVIL-
CiteScore
4.00
自引率
9.10%
发文量
329
审稿时长
4.8 months
期刊介绍: The KSCE Journal of Civil Engineering is a technical bimonthly journal of the Korean Society of Civil Engineers. The journal reports original study results (both academic and practical) on past practices and present information in all civil engineering fields. The journal publishes original papers within the broad field of civil engineering, which includes, but are not limited to, the following: coastal and harbor engineering, construction management, environmental engineering, geotechnical engineering, highway engineering, hydraulic engineering, information technology, nuclear power engineering, railroad engineering, structural engineering, surveying and geo-spatial engineering, transportation engineering, tunnel engineering, and water resources and hydrologic engineering
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