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The paper deals with the stress, displacement, pore and fissure pressures fields induced by the drilling and/or the pressurization of a vertical borehole in a formation of water-saturated porous media with double porosity. The solution includes the boundary condition of non-hydrostatic in situ state of stress. The solid skeleton is assumed to behave as a linearly poroelastic material with compressible constituents. The analytical solution is derived in Laplace’s space and transformed to the time domain using a numerical inversion technique. The histories of pore and fissure pressures are illustrated to show the influence of permeabilities of the pore and fissure systems. 相似文献
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A fully coupled consolidation model has been developed for the simulation of the surface subsidence above gas reservoirs. The model is based on the Biot Theory and the material balance equation for hydrocarbon reservoirs. The model is extremely versatile and can handle such complex situations as vertical cross-sections where several gas reservoirs and aquifers are exploited at different levels. Computer runs were used to generate several reservoir formation profiles and the surface subsidence bowl for a variety of conditions. These results indicate the importance of various parameters which are disregarded in proelasticity models. 相似文献
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Anisotropic Sm-Fe-N bulk magnets were produced by the compression shearing method using a hardened steel plate and a tungsten-carbide (WC) plate. It was found that the magnets retained the original Sm2Fe17N3 phase structure without any appreciable decomposition of the Sm2Fe17N3 phase. The anisotropic Sm-Fe-N bulk magnet produced using a WC plate had a higher density and higher crystallographic alignment of the Sm2Fe17N3 phase than that produced using a hardened steel plate, and exhibited high maximum energy products of 228 kJ/m3 with a high coercivity of 0.88 MA/m. 相似文献
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水泥与生石灰处理吹填土对比试验研究 总被引:1,自引:0,他引:1
吹填土是由水力吹填形成的,颗粒很细,固结性能差,吹填以后要经过很长时间才能自然沉积固结,待表面形成硬壳后方可进行加固处理,因此,缩短沉积固结时间,使吹填土尽快地从泥浆状态转变为具有一定承载力的地基,是亟待解决的问题。在室内进行模拟加固方法的沉降柱试验,对吹填土加添固化剂以加速其沉积固结。固化剂主要选用水泥和生石灰,对两种添加方式的机理及固结效果进行详尽的分析和研究,初步找出加固效果产生差异的原因,从而揭示其固化机理,为吹填土地基的加固提供一种更加经济可行的方法。 相似文献
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某软土深基坑工程时间效应有限元分析 总被引:1,自引:0,他引:1
软土地区的深基坑因土体的固结作用和流变性而具有了时间效应。本文以Biot固结有限元法为基础,用三元件模型中的第一个线性弹簧模拟固结作用,弹性模量考虑了开挖应力路径和应力历史的影响;另外一部分(KELVIN模型)来模拟土体的流变性,以实际变形的反演来得到两个参数的大致取值,再对基坑的变形情况以及进一步开挖进行分析。假定为正常固结饱和粘土,平面应变问题。通过对某饱和软粘土地基深基坑开挖工程实例的分析,得到的挡墙水平位移曲线与实测曲线很吻合,表明程序较好地反映出基坑的时间效应。 相似文献
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This article builds on two previous ones in which we presented the processes of construction and consolidation of one student's knowledge structures about comparisons of infinite sets, according to a recently proposed theory of abstraction. In the present article, we show that under slight variations of context, knowledge structures that have apparently been well-consolidated may become inactive and subordinate to more primitive ones. 相似文献
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Abstract. Numerical modeling of explosive consolidation of powders under two-dimensional conditions has been performed. Various regimes
of flow depending on detonation velocity have been considered. The appearance of “cold” layer during explosive consolidation
of powders has been studied by calculations.
Received 12 July 1999 / Accepted 27 April 2000 相似文献
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饱和多孔介质的热固结理论 总被引:2,自引:0,他引:2
本文严格地从混合物理论出发,详细地推导出了描述饱和多孔介质在热合固结耦合作用下性状的方程.作研究的混合物为温度单一和可混溶体,固液两相均为热弹性线性状态,且没有化学因索鑫与.本文的结果为研究热固结问题提供了理性基础和实用性方程.本文还对耦合效应、组分的可压缩性以及有效应力等概念进行了讨论,得出了一些有意义的结论.做为应用实例,本文还指出热固结问题的一般解法,并给出球对称加热情形的解析解答. 相似文献