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斜倾厚层岩质滑坡视向滑动的土工离心模型试验 被引量:18
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作者 冯振 殷跃平 +1 位作者 李滨 闫金凯 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2012年第5期890-897,共8页
采用石膏、水泥和重晶石按一定比例混合水,制作包含4组结构面的地质力学模型,利用土工离心机进行物理模型试验,研究斜倾厚层岩质滑坡视向滑动机制。离心模型试验成果表明,鸡尾山滑坡视向滑动的主要原因是软弱夹层软化与关键块体失稳,与... 采用石膏、水泥和重晶石按一定比例混合水,制作包含4组结构面的地质力学模型,利用土工离心机进行物理模型试验,研究斜倾厚层岩质滑坡视向滑动机制。离心模型试验成果表明,鸡尾山滑坡视向滑动的主要原因是软弱夹层软化与关键块体失稳,与地质调查结论一致。随着离心加速度的逐级增大,驱动块体首先达到极限平衡,随后进入蠕滑变形阶段,挤压前缘关键块体。当离心加速度达到16.2 g时,关键块体瞬时失稳发生视向滑动,引起斜坡整体失稳。土工离心模型试验结果重现了斜倾厚层岩质斜坡视向滑动的"后部块体驱动-前缘关键块体瞬时失稳"模式。 展开更多
关键词 边坡工程 离心机 关键块体 驱动块体 视向滑动 斜倾厚层岩质
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基于光纤应力传感的斜倾厚层山体滑坡预警研究 被引量:3
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作者 冯雪莲 《灾害学》 CSCD 北大核心 2020年第2期13-17,共5页
以往采用仪表观测法预警对山体滑坡现象时,只针对常态山体预警,忽略斜倾厚层山体预警,且需人为处理观测数据导致观测周期长、实时性差。该文基于光纤应力传感的斜倾厚层山体滑坡预警,分析光纤应力传感器原理后,设计斜倾厚层山体滑坡预... 以往采用仪表观测法预警对山体滑坡现象时,只针对常态山体预警,忽略斜倾厚层山体预警,且需人为处理观测数据导致观测周期长、实时性差。该文基于光纤应力传感的斜倾厚层山体滑坡预警,分析光纤应力传感器原理后,设计斜倾厚层山体滑坡预警系统。求解斜倾厚层山体中各点安全系数,将安全系数较低点作为光纤应力传感器设置点;采用基于光时域反射计的光纤应力传感器将光纤探测信号通过光纤耦合器发送至可调谐光纤滤波器,可调谐光纤滤波器改变光纤探测信号的光栅波长并发送至光电转换器;光电接收器在光纤探测信号的光栅波长与可调谐滤波器投射波长出现重合情况下获取最大光强信号,并将其转化为电信号发送至A/D转换器中采集信号;采集的数字信号发送至现场可编程门阵列中进行运算与处理,并将结果发送至PC显示端;预警模块根据数字信号处理结果在斜倾厚层山体滑坡前进行有效预警。 展开更多
关键词 光纤应力传感 斜倾厚层 山体滑坡 预警研究 光时域反射计
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鸡尾山特大型岩质滑坡的物理模型试验 被引量:6
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作者 冯振 殷跃平 +2 位作者 李滨 闫金凯 蔡奇鹏 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2013年第7期2827-2835,共9页
鸡尾山滑坡的失稳模式为斜倾厚层岩质滑坡视向滑动。为了研究这种独特的特大型岩质斜坡失稳模式,利用土工离心机,对1个包含4组结构面的地质力学模型进行物理模型试验。研究结果表明:随着离心机加速度的不断增大,后部块体首先失稳并推挤... 鸡尾山滑坡的失稳模式为斜倾厚层岩质滑坡视向滑动。为了研究这种独特的特大型岩质斜坡失稳模式,利用土工离心机,对1个包含4组结构面的地质力学模型进行物理模型试验。研究结果表明:随着离心机加速度的不断增大,后部块体首先失稳并推挤前缘关键块体,粘贴在滑块与基座之间的裂缝监测应变片从斜坡后缘到前缘相继发生破坏;当离心加速度达到80g(1g=9.8 m/s2)时,斜坡前缘关键块体发生位移突变,产生瞬时视向滑动破坏,引起整体滑坡;软弱夹层抗剪强度的降低和关键块体瞬时失稳是鸡尾山滑坡发生的主要原因,斜倾厚层岩质滑坡视向滑动具有"后部块体驱动前缘关键块体失稳"的特征,斜坡的初始变形破坏是一个从稳定到失稳渐进发展的过程。 展开更多
关键词 离心机 物理模拟 滑坡 斜倾厚层岩质
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Underground pressure appearance laws analysis for fully mechanized top coal slice caving on high-dipping thick coal seams 被引量:2
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作者 YANG Sheng-li CAO Guang-ming LI Fu-sheng 《Journal of Coal Science & Engineering(China)》 2011年第1期6-11,共6页
Taking Adaohai Coal Mine as the example, underground pressure appearance laws of fully mechanized top coal slice caving on high-dipping and thick coal seams. Through site visit, theoretical analysis and discrete eleme... Taking Adaohai Coal Mine as the example, underground pressure appearance laws of fully mechanized top coal slice caving on high-dipping and thick coal seams. Through site visit, theoretical analysis and discrete element calculation, the research shows that, as the mining deepens, underground stress of lower sublevels is more obvious and higher than that of upper sublevels and is higher in the air return roadway than that in the air intake roadway in the area that is near to the top coal. Because the top coal is thick and gangue is caved above the support, underground pressure to the working face is relatively gentle. Immediate roof will mainly fall down along the floor. Main roof and the rock bed above the main roof will move to the mined out area along the fault in the early stage and then fall down with the mined out area later. In addition, roof pressure mainly periodically appears in two directions along the trend and the dip. 展开更多
关键词 steeply inclined and extremely thick coal seam horizontal fully mechanized top coal slice caving undergroundpressure numerical calculation
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Study on first caving fracture mechanism of overlying roof rock in steep thick coal seam 被引量:3
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作者 Zhang Bei Cao Shenggen 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第1期133-138,共6页
Based on the elastic plate theory, a mechanical model of thin plate for the first caving of overlying roof rock in steep mining face was established. The analytical solution of the deflection and stress distribution o... Based on the elastic plate theory, a mechanical model of thin plate for the first caving of overlying roof rock in steep mining face was established. The analytical solution of the deflection and stress distribution of roof rocks was obtained. According to the specific geological conditions of the 5-103 panel in Shanxi,the failure of roof rocks and the influence of seam dip on it during the exploitation were theoretically investigated. Meanwhile, the first caving characteristics of the overlying rock in the steep coal seam were investigated based on its stress contour. The results show that the dip angle has a distinct influence on the caving interval and the first caving interval for the 5-103 panel is 37 m in theory. Finally, a systematic monitoring on the behavior of rock pressures was conducted. The measured results agree well with the theoretical prediction, which provides a good reference for practical steep coal seam mining. 展开更多
关键词 SteepMining fieldInitial fracture intervalThin plate theoryCoal pressure monitoring
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Research on drawing coal effects in the dipping and steep——dipping coal seams
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作者 胡伟 王窈惠 《Journal of Coal Science & Engineering(China)》 2002年第1期45-50,共6页
Controllable drawing roof coal mining method is applied either to rently inclined seam or to big dipping seam. This paper sums up four corresponding methods according to conditions of our country, and analyses the coa... Controllable drawing roof coal mining method is applied either to rently inclined seam or to big dipping seam. This paper sums up four corresponding methods according to conditions of our country, and analyses the coal-recovering effects and proves applicated conditions and measures for improving by "drawing coal theory of the ellipsoid". Its conclusion basically consists with practice. This work is of guiding meaning for designing drawing coal technology. 展开更多
关键词 drawing coal dipping and steep-dipping coal seams drawing coal theory of the ellipsoid
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