期刊文献+

鹤壁六矿2501轨道岩中巷支护试验段位移监测分析

Aualyses of the Test Part Displacement of 2501 Track Drawing Rock Road Support at Hebi 6thcolliery
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摘要 该文在高应力区不良岩层中的巷道设计了4种不同支护形式,并对4种支护形式的收敛位移和围岩深部位移进行了监测,分析了4种支护形式的支护效果及稳定性。提出了网构钢拱架支护是一种很具有推广价值的新型支护。 Four different kinds of supports have been designed for roads which are in unstablerock with high stress in this paper.The deep rock displacement and converging displacement offour types of supports have been measured.The effectiveness and stability of four supports have been discussed.The authors have proved that the articalted stecl with wet-shapped wire support is worth popularizing.
作者 吴忠 庞俊勇
机构地区 焦作矿业学院
出处 《焦作矿业学院学报》 1994年第4期47-52,共6页
关键词 网构钢拱架 多点位移计 巷道支护 位移监测 converging displacement articulated steel with not一shapped wire muti-point dis- placement meter.
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