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岩体重力型塌陷灾害与控制
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作者 裴亮 于广明 《东北煤炭技术》 1998年第3期19-22,共4页
论述了地下矿层开采引起的岩体重力变形机理和造成的覆岩破坏、地表沉陷等灾害,提出了井下开采和井上防护的技术措施。
关键词 矿层开采 岩体重力塌陷 防治 石沉陷
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一种构造应力与重力复合作用下的表生构造——“十字星”构造
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作者 卫宏 王卫 《工程地质学报》 CSCD 2000年第3期288-290,共3页
研究表明 ,“十字星”构造是构造应力和岩体重力复合作用的产物 ,是一种发生在陡倾岩层临空部位的表生构造。同时 ,文章给出了这种小型构造规模大小的计算公式。
关键词 “十字星”构造 构造应 岩体重力 表生构造
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岩石性质的测定及应用
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作者 宋呈锋 刘全岭 《山东煤炭科技》 2012年第1期94-96,共3页
在煤矿生产过程中,巷道的开掘使岩体重力因失去支承而传递到巷道的两帮,巷道两帮的垂直应力增大,同时,原通过巷道内岩体传递的水平应力,则由巷道顶底板岩体所传递,从而增加了巷道顶底板的水平应力。合理的巷道支护方式对煤矿来讲非常重... 在煤矿生产过程中,巷道的开掘使岩体重力因失去支承而传递到巷道的两帮,巷道两帮的垂直应力增大,同时,原通过巷道内岩体传递的水平应力,则由巷道顶底板岩体所传递,从而增加了巷道顶底板的水平应力。合理的巷道支护方式对煤矿来讲非常重要,要避免随意盲目地加大支护密度或支护不合理造成事故,节省人力、物力、财力资源、实现经济开采。 展开更多
关键词 岩体重力 合理支护 经济开采
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Property Identification of Anomalous Seismic Bodies by GMES Techniques, A Case History 被引量:2
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作者 刘云祥 孙卫斌 +1 位作者 李德春 徐晓芳 《Applied Geophysics》 SCIE CSCD 2005年第3期135-139,i0001,共6页
What are the anomalous seismic reflection bodies at depths of over 6000m?Are they reefs or igneous rock?This is a difficult problem for seismic techniques,but the GMES technique can handle it .The GMES technique is ... What are the anomalous seismic reflection bodies at depths of over 6000m?Are they reefs or igneous rock?This is a difficult problem for seismic techniques,but the GMES technique can handle it .The GMES technique is a joint exploration technique combining gravity,magnetic,electrical,and seismic techniques.The specific procedure is to conduct a 2D interface-constrained CEMP inversion using 2D seismic and log data followed by a property parameter inversion of the anomalous bodics using gravity and seismic data by the stripping technique.We then estimate the physical properties ofthe anomalous bodies,such as density,susceptibility,resistivity,velocity,and etc.to deduce the geological features of the bodies and provide a basis for drilling decisions.The work in the TZ area reported in this paper shows the applicability of the technique. 展开更多
关键词 GMES constrained inversion joint inversion and anomalous body
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FEM analyses for influences of stress-chemical solution on THM coupling in dual-porosity rock mass 被引量:3
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作者 张玉军 杨朝帅 《Journal of Central South University》 SCIE EI CAS 2012年第4期1138-1147,共10页
The models of stress corrosion, pressure solution and flee-face dissolution/precipitation were introduced. Taking a hypothetical nuclear waste repository in an unsaturated dual-porosity rock mass as the calculation ob... The models of stress corrosion, pressure solution and flee-face dissolution/precipitation were introduced. Taking a hypothetical nuclear waste repository in an unsaturated dual-porosity rock mass as the calculation objective, four cases were designed 1) the fracture aperture is a function of stress corrosion, pressure solution and free-face dissolution/precipitation; 2) the fracture aperture changes with stress corrosion and pressure solution; 3) the fracture aperture changes with pressure solution and free-face dissolution/precipitation; 4) the fracture aperture is only a function of pressure solution, and the matrix porosity is also a function of stress in these four cases. Then, the corresponding two-dimensional FEM analyses for the coupled thermo-hydro-mechanical processes were carried out. The results show that the effects of stress corrosion are more prominent than those of pressure solution and free-face dissolution/precipitation, and the fracture aperture and relevant permeability caused by the stress corrosion arc only about 1/5 and 1/1000 of the corresponding values created by the pressure solution and free-face dissolution/precipitation, respectively Under the action of temperature field from released heat, the negative pore and fracture pressures in the computation domain rise continuously, and are inversely proportional to the sealing of fracture aperture. The vector fields of flow velocity of fracture water in the cases with and without considering stress corrosion are obviously different. The differences between the magnitudes and distributions of stresses within the rock mass are very small in all cases. 展开更多
关键词 stress corrosion pressure solution flee-face dissolution/precipitation dual-porosity medium thermo-hydro-mechanicalcoupling FEM analysis
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FEM analyses for influences of stress corrosion and pressure solution on THM coupling in dual-porosity rock mass 被引量:5
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作者 ZHANG YuJun ZHANG WeiQing YANG ChaoShuai 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第7期1748-1756,共9页
With the models of stress corrosion and pressure solution, by Yasuhara et al., two computation conditions were designed for a hypothetical nuclear waste repository in an unsaturated dual-porosity rock mass: (i) the fr... With the models of stress corrosion and pressure solution, by Yasuhara et al., two computation conditions were designed for a hypothetical nuclear waste repository in an unsaturated dual-porosity rock mass: (i) the fracture apertures are changed with the stress corrosion and pressure solution (the porosity of rock matrix is also a function of stress); (ii) the fracture apertures and the porosity of rock matrix are constants. Then the corresponding two-dimensional FEM analyses for the coupled thermohydro-mechanical processes were carried out, and the states of temperatures, rates and magnitudes of aperture closure, pore pressures, flow velocities and stresses in the rock mass were investigated. The results show the followings: The aperture closure rates caused by stress corrosion are almost six orders higher than those caused by pressure solution, and the two kinds of closure rates climb up, then decline, furthermore tend towards stability; the fracture apertures decrease from the original value and tend towards the residual value, and the contact-area ratios of asperities increase also from the original value and tend towards the nominal value; when the effects of stress corrosion and pressure solution are considered, the negative fracture pressures in near field rise very highly; the differences between the magnitudes and distributions of stresses within the rock mass in two calculation cases are very small. 展开更多
关键词 stress corrosion pressure solution dual-porosity medium thermo-hydro-mechanical coupling FEM analysis
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