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加固工程中准低级岩爆机理的塑性分析研究 被引量:1
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作者 丁婷 丁圣果 +1 位作者 姜宇 伍剑 《施工技术》 CAS 2018年第14期98-102,共5页
基于塑性理论的岩爆机理分析揭示柱表面混凝土块体崩裂时的塑性变形增量典型特征与工程实际相符,理论上揭示剪破面剪力超限是低级岩爆发生的机理。提出卸围压属塑性力学意义上的加载过程,这一加载过程在瞬间完成,是引起准岩爆的导因,利... 基于塑性理论的岩爆机理分析揭示柱表面混凝土块体崩裂时的塑性变形增量典型特征与工程实际相符,理论上揭示剪破面剪力超限是低级岩爆发生的机理。提出卸围压属塑性力学意义上的加载过程,这一加载过程在瞬间完成,是引起准岩爆的导因,利用Coulomb剪破条件及Tresca流动法则导出产生低级岩爆判据。根据工程典型数据计算的临界第三主压应力与岩爆其他强度判据计算的结果较接近,且具有计算方便、适于工程技术人员应用的特点。 展开更多
关键词 加固工程 准岩爆 Coulomb剪破条件 Tresca流动法则 变形 应力
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Study on control of rock fragmentation at limestone quarry 被引量:2
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作者 SASAOKA Takashi SHIMADA Hideki +2 位作者 SASAKI Takayuki ICHINOSE Masatomo MATSUI Kikuo 《Journal of Coal Science & Engineering(China)》 2008年第3期365-368,共4页
The size distribution of a muck pile depends not on only the blasting standard but also on the mechanical properties,joint system,and crack density of the rock mass. As,the cracks in the rock masses are especially hea... The size distribution of a muck pile depends not on only the blasting standard but also on the mechanical properties,joint system,and crack density of the rock mass. As,the cracks in the rock masses are especially heavily developed at the limestone quar- ries in Japan,they,along with the joints,have a large impact on the effects of blasting, such as the size of the muck pile.Therefore,if the joint system and/or crack density in a rock mass can be determined and quantitatively evaluated,the blasting operation can be conducted more effectively,efficiently and safely.However,guidelines for designing ap- propriate blasting standards based on the rock mass conditions have not yet been scien- tifically developed.Therefore,blasting tests were conducted on different mines and faces, under different geological conditions and blasting standards,in order to determine the im- pacts of each factor on the effects of blasting.Summarized the results of a series of blast- ing tests and described the impacts of geological conditions on the size of the muck pile produced by blast. 展开更多
关键词 FRAGMENTATION blasting standard BLASTING borehole scoping
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Gradient principle of horizontal stress inducing rock burst in coal mine 被引量:6
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作者 何江 窦林名 《Journal of Central South University》 SCIE EI CAS 2012年第10期2926-2932,共7页
Based on the stress distribution characteristics of rock burst multiple sites, the criterion of horizontal stress inducing layer dislocation rock burst was established. Accordingly, the influencing factors were analyz... Based on the stress distribution characteristics of rock burst multiple sites, the criterion of horizontal stress inducing layer dislocation rock burst was established. Accordingly, the influencing factors were analyzed. The analysis results indicate that the stress condition, edge of etastic zone depth, supporting strength, and the friction angle and cohesion among coal stratum, roof and floor are sensitive factors. By introducing double-couple model, the layer dislocation rock burst was explained and the energy radiation characteristics were analyzed. The SOS micro-seismic monitoring system was applied to observe the rock burst hazards about a mining face. The results show that P- and S-wave energy radiations produced by rock burst have directional characteristics. The energy radiation characteristics of the 22 rock bursts occurring on 79Z6 long-wall face are basically the same as theoretical results, that is, the ratio of S-wave energy of sensor 4 to 6 is about 1.5 and that of P-wave is smaller than 0.5. The consistency of the monitored characteristics of the energy radiation theoretically increases with the total energy increasing. 展开更多
关键词 horizontal stress rock burst gradient principle micro-seismic monitoring directional characteristic energy radiation
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