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期刊论文 3

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2011 1

2010 1

2008 1

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减跨支护 1

回采巷道 1

大跨度 1

锚杆—锚索 1

顶板 1

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综采大跨度回采巷道锚杆—锚索减跨支护技术研究

朱永建,罗一新,张道兵

《中国工程科学》 2010年 第12卷 第3期   页码 51-55

摘要:

针对综采大跨度回采巷道顶板难以控制的现场实际,在分析了单层岩层稳定性的主要影响因素基础上,运用UDEC3.0数值模拟软件深入研究了由单层岩层组合而成的回采巷道顶板稳定性的影响因素及其变形破坏规律。提出了通过合理布置锚索的位置,达到锚杆—锚索协同支护的减跨作用,在此基础上发挥锚杆的组合梁(拱)及悬吊作用以控制大跨度回采巷道冒顶事故的新的支护思想,并将其应用于神东矿区补连塔煤矿大跨度回采巷道,取得了良好的现场应用效果。

关键词: 大跨度     回采巷道     顶板     锚杆—锚索     减跨支护    

Ultrasonic linear motor using the L-B mode Langevin transducer with an exponential horn

SHI Shengjun, CHEN Weishan, LIU Junkao, ZHAO Xuetao

《机械工程前沿(英文)》 2008年 第3卷 第2期   页码 212-217 doi: 10.1007/s11465-008-0026-1

摘要: An ultrasonic linear motor is proposed and fabricated by using the longitudinal and bending vibration double mode bolt-clamped Langevin type transducer to meet high power and speed requirements in the aerospace and semiconductor ind

关键词: longitudinal     vibration     bolt-clamped     semiconductor     ultrasonic    

Experimental study on the progressive failure and its anchoring effect of weak-broken rock vertical slope

Hehua ZHU, Qianwei XU, Wenqi DING, Feng HUANG

《结构与土木工程前沿(英文)》 2011年 第5卷 第2期   页码 208-224 doi: 10.1007/s11709-011-0111-0

摘要: To improve the understanding on the failure behavior and its anchoring effect of weak-broken rock slope, the rock of grade IV according to China is taken as reference prototype, and a series of model tests were carried out in laboratory. These tests can be divided into two categories, that is, with bolt reinforcement and without bolt reinforcement. In which, the stability of slope reinforced with different bolt diameter, different anchor length and different space are studied. The test results show that the collapse of slope is the combination of tension failure at the top and the compression-shearing failure at the bottom of the slope, and its failure process presents progressive characteristics. The contributions of bolt reinforcement are mainly reflected by the aspects of shear resistance, crack resistance and anti-extension. The reinforcement of blot not only can improve the vertical bearing capacity before failure, but also can reduce the vertical settlement and allow greater lateral rock wall deformation; what is more, the stress concentration degree in rock mass can be dispersed, which do help to improve the stability of slope rock mass.

关键词: progressive failure     weak-broken rock     slope     model test     bolt    

标题 作者 时间 类型 操作

综采大跨度回采巷道锚杆—锚索减跨支护技术研究

朱永建,罗一新,张道兵

期刊论文

Ultrasonic linear motor using the L-B mode Langevin transducer with an exponential horn

SHI Shengjun, CHEN Weishan, LIU Junkao, ZHAO Xuetao

期刊论文

Experimental study on the progressive failure and its anchoring effect of weak-broken rock vertical slope

Hehua ZHU, Qianwei XU, Wenqi DING, Feng HUANG

期刊论文