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241.
岩层移动动态过程的离散单元法分析 总被引:2,自引:0,他引:2
采动覆岩动态发展过程受地质、采矿条件诸多因素的影响,是一个十分复杂的时空过程。通过离散单元法数值模拟,揭示了综放开采条件下采场上覆岩层动态发展规律,特别是覆岩离层缝隙的分布规律、发展形态、空间位置以及与地质采矿条件的关系,揭示了工作面推进过程中,采场上覆岩层中重新分布的应力大小、方向及其发展变化规律,该应力的存在和变化规律是确定井下开采方法、支护方式的依据。 相似文献
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245.
The concept of the equivalent free surface has been extended to determine the seismic horizontal pullout capacity of shallow
vertical strip plate anchors buried in sand. The analysis has been done rigorously by using the method of stress characteristics.
The results have been expressed in the form of non-dimensional charts. The pullout resistance has been found to reduce quite
extensively with increase in the magnitude of horizontal earthquake acceleration. The results were compared with the previously
published data, and it was seen that the computed pullout resistance with the proposed method was found to be lowest.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
246.
Simulation of subsurface heterogeneity is important for modeling subsurface flow and transport processes. Previous studies have indicated that subsurface property variations can often be characterized by fractional Brownian motion (fBm) or (truncated) fractional Levy motion (fLm). Because Levy-stable distributions have many novel and often unfamiliar properties, studies on generating fLm distributions are rare in the literature. In this study, we generalize a relatively simple and computationally efficient successive random additions (SRA) algorithm, originally developed for generating Gaussian fractals, to simulate fLm distributions. We also propose an additional important step in response to continued observations that the traditional SRA algorithm often generates fractal distributions having poor scaling and correlation properties. Finally, the generalized and modified SRA algorithm is validated through numerical tests. 相似文献
247.
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
248.
A three-dimensional numerical model is described to study theresponse of a coastal ocean excited by a tropical cyclone in the Bay of Bengal. The numericalexperiments have been carried out using the model to understand the dynamics and thermodynamics ofthe ocean due to different cyclonic systems approaching in different directions. In the firstexperiment, the model is used to simulate the vertical thermal structure of the ocean as a response ofpassage of the less intensified 1997 cyclone, which was skirting the east coast of India before crossingthe Bangladesh coast. The simulations are compared with the buoy data available during the storm period.In the next experiment, it is considered an idealized cyclone with hurricane winds movingnormal to the east coast of India crossing between Visakhapatnam and Kakinada to evolve thermalstructure and currents of the ocean. A net decrease of the SST of 6–7 °C is simulated whenthe severe cyclonic storm moved over the coastal ocean. 相似文献
249.
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
250.
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