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Analysis of Comprehensive Mechanized Rapid Tunneling Technology in Coal Mine
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作者 CHI Chaofei 《外文科技期刊数据库(文摘版)工程技术》 2021年第8期993-996,共6页
With the development of industry in China, people's mining volume increases, which is accompanied by the improvement of underground roadway excavation quantities. Therefore, the requirements for the efficiency of ... With the development of industry in China, people's mining volume increases, which is accompanied by the improvement of underground roadway excavation quantities. Therefore, the requirements for the efficiency of underground roadway excavation are also improved. However, there are still some limitations in the comprehensive mechanized rapid tunneling technology in China, which is unfavorable to the efficiency and quality of roadway excavation. 展开更多
关键词 coal mine comprehensive mechanization rapid tunneling technology
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The application of ultrasonic seismic model experiment in quality test of cement mortar injection of Yongjiang river submarine tun-nel tube foundation
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作者 杨钢宇 郭铁栓 +1 位作者 李金龙 杨导声 《Acta Seismologica Sinica(English Edition)》 CSCD 1996年第4期128-133,共6页
Ultrasonic seismic model experiment plays an important role in engineering multi wave seismic prospecting(EMSP), which has been used to do the complex engineering seismic exploration. It is introduced that the applic... Ultrasonic seismic model experiment plays an important role in engineering multi wave seismic prospecting(EMSP), which has been used to do the complex engineering seismic exploration. It is introduced that the application of the technology in quality test of Yongjiang river submarine tunnel tube foundation in the paper. The material of the model was got from on the spot. The successful test has been made with results of the model experiment. 展开更多
关键词 ultrasonic seismic experiment engineering multi wave seismic prospecting injecting foundation technology of submarine tunnel tube.
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Thermography analyses of rock fracture due to excavation and overloading for tunnel in 30° inclined strata 被引量:3
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作者 SUN XiaoMing XU HuiChen +2 位作者 HE ManChao GONG WeiLi CHEN Feng 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2017年第6期911-923,共13页
Large-scale physical model test of 30°inclined strata was conducted to investigate the damage mechanisms during the excavation and overloading using infrared detection.The experiment results were presented with t... Large-scale physical model test of 30°inclined strata was conducted to investigate the damage mechanisms during the excavation and overloading using infrared detection.The experiment results were presented with thermal images which were divided into three stages including a full face excavation stage,a staged excavation stage,and an overloading stage.The obtained results were compared with the previously reported results from horizontal,45?,60?,and vertical strata models.Infrared temperature(IRT)for 30°inclined strata model descended with multiple fluctuations during the full-face excavation.For the staged excavation,the excavation damage zone(EDZ)showed enhanced faulting-like strips as compared in the 45?,60?,and vertical models,indicating the intensified stress redistribution occurred in the adjacent rock mass.In contrast,EDZ for the horizontal strata existed in a plastic-formed manner.During the overloading,abnormal features in the thermal images were observed preceding the coalescence of the propagating cracks.The ultimate failure of the model was due primarily to the floor heave and the roof fall. 展开更多
关键词 deep tunnel inclined strata failure process large-scale physical model infrared thermal imaging technology
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