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261.
262.
安徽张八岭地区西冷岩组早期构造变形复杂,主要表现为褶皱以及与褶皱变形密切相关的韧性剪切变形。野外调查表明,该地层中至少发育3期褶皱变形,其中F1为北西向韧性剪切褶皱;F2为向南南西倾伏的纵弯褶皱;F3为近东西向的宽缓褶皱。F1与F:联合制约了西冷岩组岩层展布的总体格局。显微构造,特别是岩石的磁性组构特征证明了区内曾发生过多期构造变形,且有两期最为显著,即早期的水平剪切和随后发生的侧向挤压。本文重点阐述上述褶皱变形的几何学特征,并进行运动学和动力学分析。 相似文献
263.
澜沧江中游某崩塌堆积体变形空间效应研究 总被引:7,自引:0,他引:7
某崩塌堆积体范围内布置有公路、缆机平台、电站进水口等重要建筑物。其变形稳定性直接影响到治理工程设计、施工安全以及电站的运行。因此,文章在对其环境地质条件、物质结构、形成机制分析的基础上,对其变形空间效应作系统的地质分析;并建立了相应的三维地质力学模型,应用FLAC-3D快速拉各朗日差分程序对其空间变形特征进行了详细的分析。结果表明:收口转向及变形收敛特征使得堆积体下部形成一个“支撑拱”,从而阻碍了上部堆积体向下部的变形与位移,利于堆积体的稳定;同时,三维数值模拟结果也表明:堆积体的变形具有明显的空间效应。其位移矢量表现出一定的收敛性,且变形主要分布在1360~1650m高程;变形方式表现出一定的分区特征,表现出后缘压缩固结,中部滑移,前缘受阻压缩的位移特征。纵向具有明显的收口效应;横向上比较来看,也存在变形受阻的收口特征;收口范围主要集中在1330~1440m高程范围。 相似文献
264.
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267.
Numerical simulations for coupled rock deformation and gas leak flow in parallel coal seams 总被引:3,自引:0,他引:3
Peide Sun> 《Geotechnical and Geological Engineering》2004,22(1):1-17
Based on the new viewpoint of interaction mechanics for solid and gas, gas leakage in parallel deformable coal seams can be
understood. That is, under the action of varied geophysical fields, the methane gas flow in a double deformable coal seam
can be essentially considered to be compressible with time-dependent and mixed permeation and diffusion through a pore-cleat
deformable, heterogeneous and anisotropic medium. From this new viewpoint, coupled mathematical models for coal seam deformation
and gas leak flow in parallel coal seams were formulated and the numerical simulations for slow gas emission from the parallel
coal seams are presented. It is found that coupled models might be close to reality. Meanwhile, a coupled model for solid
deformation and gas leak flow can be applied to the problems of gas leak flow including mining engineering, gas drainage engineering
and mining safety engineering in particular the prediction of the safe range using protective layer mining where coal and
gas outbursts can efficiently be prevented.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
268.
In this study, a capillary barrier system was designed and tested for an arid land environment. To simulate arid land conditions
of high temperature and sub-irrigation systems, the barrier was subjected to thermal and hydraulic gradients in opposite directions;
to test the barrier system under these severe conditions, an experimental apparatus was designed and fabricated. The multilayer
capillary barrier consisted of three layers made of silica sand, a mixture of sand and bentonite in equal portions, and a
mixture of clay (25%) and aggregate (75%). Several one dimensional coupled heat and moisture tests were performed. Temperature
variations along the thickness of the barrier were recorded as a function of time, and at the end of each test, the barrier
was sliced into small sections, for the determination of volumetric water content as a function of distance from the heat
source. The experimental results were discussed in view of the barrier's intended purpose of its ability to store moisture
for long time durations.
Coupled heat and moisture flow equations were developed and solved numerically via a finite difference method. Diffusivity
parameters were calculated by using experimental results, a numerical model, and Powell's conjugate directions method of nonlinear
optimization. The model was calibrated and the results were discussed. Good agreement between calculated and experimental
results was obtained.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
269.
270.
A coupled hydro-chemo-mechanical numerical model is developed for these coupled phenomena in many engineering fields. The
model has been applied to predicting the response of a stressed rockmass column to an injected reactive fluid (reagent) flow.
The response includes evolutions of porosity, permeability, reagent and mineral concentrations during dissolution. In the
model, the progress of dissolution is defined by the change in porosity ratio and the porosity increases with dissolution
assuming there is no precipitation. The numerical evolutions of porosity, permeability, reagent and mineral concentrations
during dissolution are validated against steady state solutions. The model results show that these evolutions are regulated
to a certain extent by the applied external loadings: an applied extensional stress enhances the progress of the dissolution
process while an applied compression stress slows the progress of the dissolution process.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献