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1.
含瓦斯煤孔隙率和有效应力影响因素试验研究 总被引：1，自引：0，他引：1
以孔隙率基本定义和力学平衡原理为出发点,充分考虑由煤层瓦斯的吸附膨胀和解吸收缩、温度效应的热胀冷缩和煤体骨架受孔隙瓦斯压力的压缩共同引起的本体变形,建立了在压缩条件下(扩容前)的含瓦斯煤孔隙率动态演化模型和以吸附热力学参数及瓦斯压力表达的有效应力方程,并分别根据现场实测孔隙率数据和含瓦斯煤三轴应力试验数据,对所建立的理论模型进行了验证。结果表明,理论计算值与实测资料和试验结论一致性较好,理论模型拟合精度较好,误差不大,所得结论对煤层气开采和矿井瓦斯灾害防治具有一定的指导意义。 相似文献
2.
为准确预测低阶煤动态渗透率变化规律,在煤岩立方体模型基础上,考虑基质孔隙和滑脱效应对渗透率的影响,建立低阶煤动态渗透率预测新模型,并对影响绝对渗透率和滑脱系数的因素进行敏感性分析,讨论了甲烷和氮气对基质收缩与滑脱效应的影响。研究表明：基于“火柴棍”假设建立的模型是新模型不考虑基质孔隙时的一个特例,P-M、S-D模型与新模型相比基质收缩作用更加明显,考虑基质收缩与滑脱效应的新模型更具实用性。气体郎格缪尔应变是影响基质收缩的关键,煤岩绝对渗透率能否反弹是割理压缩、基质孔隙膨胀、基质弹性形变和基质收缩4个因素共同作用的结果。相同条件下,甲烷的基质收缩强于氮气,氮气的滑脱效应强于甲烷,影响滑脱系数的因素包括内因和外因,滑脱系数与割理宽度随孔隙压力变化时呈现相反规律。滑脱效应和基质收缩效应共同提升气测渗透率,煤岩孔隙压力越低,二者对渗透率的提升作用越明显。 相似文献
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Drying of deformable porous media results in their shrinkage, and it may cause cracking provided that shrinkage deformations are hindered by kinematic constraints. This is the motivation to develop a thermodynamics‐based microporoelasticity model for the assessment of cracking risk in partially saturated porous geomaterials. The study refers to 3D representative volume elements of porous media, including a two‐scale double‐porosity material with a pore network comprising (at the mesoscale) 3D mesocracks in the form of oblate spheroids, and (at the microscale) spherical micropores of different sizes. Surface tensions prevailing in all interfaces between solid, liquid, and gaseous matters are taken into account. To establish a thermodynamics‐based crack propagation criterion for a two‐scale double‐porosity material, the potential energy of the solid is derived, accounting—in particular—for mesocrack geometry changes (main original contribution) and for effective micropore pressures, which depend (due to surface tensions) on the pore radius. Differentiating the potential energy with respect to crack density parameter yields the thermodynamical driving force for crack propagation, which is shown to be governed by an effective macrostrain. It is found that drying‐related stresses in partially saturated mesocracks reduce the cracking risk. The drying‐related effective underpressures in spherical micropores, in turn, result in a tensile eigenstress of the matrix in which the mesocracks are embedded. This way, micropores increase the mesocracking risk. Model application to the assessment of cracking risk during drying of argillite is the topic of the companion paper (Part II). Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
5.
Responses of chemically active and naturally fractured shale under time‐dependent mechanical loading and ionic solution exposure 
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下载免费PDF全文 In this paper, the analytical dual‐porosity dual‐permeability poromechanics solution for saturated cylinders is extended to account for electrokinetic effects and material transverse isotropy, which simulate the responses of chemically active naturally fractured shale under time‐dependent mechanical loading and ionic solution exposure. The solution addresses the stresses, fracture pore pressure, matrix pore pressure, fluid fluxes, ion concentration evolution, and displacements due to the applied stress, pore pressure, and solute concentration difference between the sample and the circulation fluid. The presented solution will not only help validate numerical simulations but also assist in calibrating and interpreting laboratory results on dual‐porosity dual‐permeability shale. It is recommended that the analytical solutions of radial and axial displacements be used to match the corresponding laboratory‐recorded data to determine shale dual permeability and chemo‐electrical parameters including membrane coefficient, ions diffusion coefficients, and electro‐osmotic permeability. 相似文献
6.
Coupling of solid deformation and pore pressure for undrained deformation—a discrete element method approach 下载免费PDF全文
下载免费PDF全文 This paper presents a numerical scheme for fluid‐particle coupling that uses the discrete element method by taking into consideration solid deformation and pore pressure generation. A new water particle element is introduced to calculate pore water pressure due to porosity changes. The water particle element has the same size and shape as the solid element and experiences the same amount of deformation. On the basis of the effective stress principle at the element contact, the total force is equal to the sum of the force transmitted through the solid element contact and the water particle force due to pore water pressure. Analytical solutions of traditional soil mechanics problems, such as isotropic compression and consolidated triaxial undrained test, are used to quantitatively validate the proposed model. The numerical results show good agreement between the model and the analytical solutions. The model therefore provides an effective method to calculate pore pressure in a porous medium in discrete modeling. 相似文献
7.
Molecular diffusion in fully saturated porous materials is strongly influenced by the pore space, which, in general, is characterized by a complex topological structure. Hence, information on macroscopic diffusion properties requires up‐scaling of transport processes within nano‐pores and micro‐pores over several spatial scales. A new model in the framework of continuum micromechanics is proposed for predicting the effective molecular diffusivity in porous materials. Considering a representative volume element, characterizing a porous material without any information about the pore space microstructure complexity, the uniform flux is perturbed by recursively embedding shape information hierarchically in the form of the ESHELBY matrix‐inclusion morphology to obtain the effective diffusivity as a function of the recurrence level and the porosity. The model predicts a threshold value for the porosity, below which no molecular diffusion can occur because of the presence of isolated pore clusters that are not connected and unavailable for transport. The maximum porosity, below which no molecular transport is possible, is predicted as one‐third for spherical inclusions. The model allows for extensions to more complex morphologies of the inclusions. We also identify, that the effects of the micro‐structure on molecular transport are characterized by porosity dependent long‐range and short‐range interactions. The developed framework is extended to incorporate realistic pore size distributions across several spatial scales by means of a distribution function within the hierarchical homogenization scheme. Available experimental results assert the model predictions. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
8.
Analysis of macroscopic desiccation shrinkage experiments indicates that most, but not all of the shrinkage during drying occurs while soil is still saturated. Shrinkage practically ceases and air starts to penetrate the soil, when the water content is still quite high, for example, above 20% for the tested soils. The remaining, unsaturated drying process occurs with a much‐reduced shrinkage rate. In this context, we examine data of the pore system evolution as represented by the mercury porosimetry experimental results. The process is then modeled as a two‐stage process of deformation and evacuation of a two‐tube vessel system driven by the external evaporation flux. In the first stage, Poiseuille flow occurs through the vessels. The amount of water evaporated in this stage equals to the reduction of volume of the vessel through the deformation of its walls. This stage ends when a negative water pressure (suction) required to further deform the vessel reaches a critical value at which air enters the pore space. Two physical interpretation of such threshold are discussed. In the subsequent stage, evaporation proceeds with a receding liquid/vapor interface starting from the open end, incrementally emptying the vessel but with a marginal water flow and vessel deformation. The leading variables of the process are identified, and a quantifiable multiphysics meso‐scale scenario of models is established. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
9.
Effects of reaction kinetics and fluid drainage on the development of pore pressure excess in a dehydrating system 总被引：1，自引：0，他引：1
Fluid is released by dehydration reactions during prograde metamorphism. If the Claperyron slope for the dehydrating reaction is positive, then there is a net decrease in the total solid volume, which implies an irreversible increase in porosity. If the dilation of the pore space is insufficient to provide storage for all the released fluid, then pore pressure excess is generated, and if it becomes sufficiently high, it may lead to brittle fracturing. The time scale for pressure generation and the pore pressure excess can be maintained over long duration hinge on the interplay of reaction kinetics and fluid drainage. Motivated by experimental and microstructural observations, a hydrological model is developed that incorporates dehydration kinetics and its pressure dependence. Analytic solutions were derived for the undrained development of pore pressure. Whether lithostatic pressure may be exceeded hinges on magnitude of the overstep in temperature and corresponding equilibrium pressure. The time scale for development of pore pressure depends on the trade-off between poroelasticity and the pressure sensitivity of reaction rate. A finite difference model was also developed to simulate the progressive development of pore pressure excess, dehydration and porosity development. The model captures the experimental observation in gypsum of a reaction front that progressively propagates from the drained end toward the undrained end of a laboratory sample. It is also in reasonable agreement with experimental data on fluid drainage and porosity production. 相似文献
10.
饱和多孔介质的动力响应研究在众多工程领域具有重要意义。充分考虑孔隙率的变化规律与影响因素,有利于合理揭示饱和多孔介质的相关力学行为。为此,将动态孔隙率模型与用于表征饱和多孔介质动力特性的u-U-p型方程结合,构建相应的非线性力学模型,利用Comsol Multiphysis PDE求取相应的数值解,以此研究不同透水条件下,受谐波载荷激励的二维饱和土体的孔隙率、变形量及孔隙水压力的变化规律。结果表明：孔隙率的变化与土骨架的体应变及孔隙水压力直接相关,土体压缩过程中,孔隙率相应减小,土骨架与孔隙流体的相互作用增强,土体运动时所受阻力增大,其无量纲竖向位移小于孔隙率被视为常数时的情况,在此条件下,由于土体的变形量减小,其孔隙水压力也相对减小。故充分考虑动态孔隙率,有利于更加精确地研究等饱土体和多孔介质的相关力学行为。此外,土体上表面透水条件下,孔隙流体可以从土体表面自由排出,土骨架承受的载荷更大,与不透水条件相比,土体孔隙率、竖向位移、孔隙水压力等变化更为显著。 相似文献
11.
南图尔盖盆地储层成岩作用及孔隙演化 总被引：9，自引：0，他引：9
储层储集性能普遍良好是南图尔盖盆地油气资源丰富的主要原因.通过对该盆地储层的岩石学特征、成岩作用及孔隙类型演化分析研究发现,砂岩的成岩作用及孔隙演化对储层的储集性能有着重要影响.在对大量薄片和岩心进行分析的基础上,运用扫描电镜和X衍射粘土分析等手段,对南图尔盖盆地砂岩储层研究结果表明,该区机械压实和压溶作用、杂基充填作用、胶结作用和交代作用使砂岩孔隙度降低,不稳定矿物的溶蚀作用导致储层次生孔隙发育.根据有机质的演化及粘土矿物的变化序列,成岩作用和孔隙演化随埋深具有明显的阶段性:早成岩阶段,孔隙类型以原生孔隙粒间孔为主;中成岩阶段,孔隙类型以原生、次生混合型为主;晚成岩阶段,孔隙类型以次生型为主.综合评价南图尔盖盆地储层发现,阿雷斯库姆组、阿克萨布拉克组和库姆科尔组为Ⅰ类储层,可作为今后油气勘探的主要目的层. 相似文献
12.
ZHANG Shaomin CAO Yingchang Jens JAHREN ZHU Rukai MAO Zhiguo XI Kelai Kashif MUHAMMAD Helge HELLEVANG 《《地质学报》英文版》2018,92(3):1170-1192
This work investigated the pore structure characteristics and reservoir features of the finegrained tight reservoirs in the lower member of the Xinhe Formation(J_2 x_1) in the Xiaohu subsag,Yabulai Basin based on core samples through various techniques. Interbedded silt/fine sandstones and mudstones are developed in the study area. Scanning electron microscopy(SEM) images were used to delineate different types of pores, including primary intergranular pores, secondary intergranular and intragranular pores, organic pores and fractures. The pore types were distinguished by pore size, pore area, location and formation process. The pore radii of the fine-grained rocks range from 1 nm to 1.55μm, mainly concentrated between 5 and 300 nm by low pressure N_2 adsorption and MICP analyses. The pore structure parameters of pore throat size and pore throat sorting coefficient are both positively correlated with porosity, while pore throat sorting coefficient has a negative correlation with permeability. The pore structures of the studied samples are much related to the mineral type and content and grain size, followed by TOC content. In these rocks with relatively low TOC and low maturity, the rigid minerals protect pores with pressure shadow from collapse, and dissolution-related pores contribute a lot to inorganic porosity. In contrast, these rocks with abundant TOC contain a large number of organic pores. The permeability of the fine-grained tight reservoir is mainly dominated by larger pore throats, while a large number of small pores(mostly 0.1 μm) contribute considerably to porosity. These results have deepened our understanding of the interbedded fine-grained tight reservoirs and can be applicable to fine-grained reservoirs in a similar setting. 相似文献
13.
This paper presents an upscaling concept of swelling/shrinking processes of a compacted bentonite/sand mixture, which also applies to swelling of porous media in general. A constitutive approach for highly compacted bentonite/sand mixture is developed accordingly. The concept is based on the diffuse double layer theory and connects microstructural properties of the bentonite as well as chemical properties of the pore fluid with swelling potential. Main factors influencing the swelling potential of bentonite, i.e. variation of water content, dry density, chemical composition of pore fluid, as well as the microstructures and the amount of swelling minerals are taken into account. According to the proposed model, porosity is divided into interparticle and interlayer porosity. Swelling is the potential of interlayer porosity increase, which reveals itself as volume change in the case of free expansion, or turns to be swelling pressure in the case of constrained swelling. The constitutive equations for swelling/shrinking are implemented in the software GeoSys/RockFlow as a new chemo‐hydro‐mechanical model, which is able to simulate isothermal multiphase flow in bentonite. Details of the mathematical and numerical multiphase flow formulations, as well as the code implementation are described. The proposed model is verified using experimental data of tests on a highly compacted bentonite/sand mixture. Comparison of the 1D modelling results with the experimental data evidences the capability of the proposed model to satisfactorily predict free swelling of the material under investigation. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献
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利用取心井铸体薄片、扫描电镜、X衍射、压汞测试等分析化验资料,在系统研究鄂尔多斯盆地代家坪地区长6致密油储层微观孔隙结构特征、成因机理的基础上对其进行分类评价。结果表明长6储层储集空间以粒内溶孔、残余粒间孔为主,次为粒间溶孔、岩屑溶孔,喉道类型以片状、弯片状和缩颈型喉道为主。沉积作用形成的岩石组构和成分差异决定了储层原始孔渗条件,并影响到后期成岩作用的类型和强度;各成岩事件对物性影响定量计算表明,强烈的压实和碳酸盐胶结是造成储层原生孔隙结构被破坏的主要原因;构造挤压则加剧了孔隙结构的非均质性;结合盆地埋藏史将孔隙演化分为浅埋藏胶结减孔带、中埋藏压实减孔带、深埋藏溶蚀增孔带和深埋藏胶结减孔带等4个阶段。通过微观孔喉结构参数与储层宏观物性相关性分析,优选最大连通喉道半径、主要流动喉道半径、分选系数、排驱压力和中值压力等5个孔隙结构参数作为分类依据;进一步采用Q型聚类分析将长6储层分为4种类型,结果表明Ⅰ、Ⅱ类储层孔隙结构较好,为研究区有利开发目标区。 相似文献
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吐哈盆地巴喀气田八道湾组致密砂岩储层分析及孔隙度演化定量模拟 总被引：1，自引：0，他引：1
在吐哈盆地巴喀气田八道湾组砂岩储层特征及控制因素分析的基础上,以地史时间和埋藏深度为变量,以现今孔隙度为约束条件,紧密结合埋藏阶段分析和关键成岩阶段窗口分析,分阶段建立了巴喀气田八道湾组储层从埋藏初始直至现今的孔隙度演化定量模型,动态体现了整个孔隙度演化过程。定量模拟结果表明：研究区储层总孔隙度演化是一个七段式分段函数,各个阶段孔隙度演化或遵循减小模型或遵循减小与增大的叠加模型;机械压实阶段的孔隙度减小模型是以埋深为自变量的函数,压实和胶结综合作用阶段则是以埋深和埋藏时间为变量的函数;孔隙增大模型适用于Ro值范围为0.6～1.0的溶蚀作用窗口内;早期的纯机械压实作用使八道湾组储层已接近致密,溶蚀作用之前的压实和胶结综合作用导致储层致密化,而后期溶蚀作用仅在一定程度上提高了孔隙空间。 相似文献
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A fully coupled multi-physics finite element model has been used to conduct a back-analysis of a stope filling case history at the Kanowna Belle (KB) mine in Western Australia. The model captures a number of important characteristics of mine backfill behaviour, including the evolution of strength and consolidation properties with cement hydration, the impact of chemical shrinkage (self-desiccation) and de-saturation. Material parameters for the constitutive model have been calibrated using published laboratory test data. A reasonable match between ideal and actual elements of response as revealed through in-situ measurements of total stress and pore pressure was obtained using these initial parameters. A parametric study was then performed which showed that the backfill strength parameters (friction angle, dilation and cohesion), the chemical volume shrinkage, the rate of cement hydration and the water retention properties all have a significant influence on the calculated states of stress within the stope. 相似文献
17.
下寒武统牛蹄塘组与下志留统龙马溪组页岩是扬子地区发育的两套富有机质黑色页岩,由于其分布面积广、厚度大、有机质丰度高而成为页岩气勘探的重点层位.然而牛蹄塘组孔隙度表现出了与龙马溪组截然不同的规律,两套页岩的孔隙结构、有机碳含量、密度也存在显著差异.结合测井、埋深（上覆压力）、孔隙度、有机碳及成熟度测试数据进行了对比分析.结果显示,牛蹄塘组过高的有机碳含量和热演化程度严重影响了页岩的孔隙结构,使有机质碳化,有机质孔发生坍塌和充填;牛蹄塘组埋深大、上覆压力也大,导致无机孔被压实,因此其总孔隙度明显小于龙马溪组. 相似文献
18.
The fractured Coniacian chalk from the Omey area (Paris Basin, France) displays strong evidence of modifications controlled by brittle deformation. Fracturing is associated with important changes in pore space (decrease in total porosity and pore interconnection, change in distribution of pore access diameters and capillary characteristics), nannofacies (gradual evolution from a point-contact fabric to a welded, interlocked or coalescent fabric) and chemical composition (Sr concentration decrease). These modifications result from fluid–rock interaction that control significant mass transfer (percentage of secondary calcite >50%). Sr is a remarkable indicator of these mass transfers. Sr analyses allowed us to prove that the deformed zone (26.7 m) is wider than the fractured zone (11.3 m). They also indicate that the footwall block is less affected than the hanging wall block. A physicochemical model of the deformation mechanism is proposed. It shows that a cyclic process of fracturing controls the temporal evolution of the fluid saturation and fluid pressure and, consequently, the mass transfer. 相似文献
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早期长期浅埋、后期快速深埋以及晚期强烈的侧向挤压作用是西部前陆盆地共性地质演化过程,受此地质演化过程影响,明确深层储层孔隙、孔径、喉径等参数的演化特征并进行定量评价,对油气勘探具有重要意义。开展成岩物理模拟实验,并与实际地质分析相结合,定量评价与预测了库车坳陷克拉苏构造带白垩系深层储层的孔隙类型与演化特征。研究结果认为,研究区深层储层的孔隙类型、含量变化及演化规律可划分为4个阶段,其中第3个演化阶段即深层储层快速埋藏后的早期阶段是孔隙度和渗透率提高的重要阶段,是此类地质过程下深层有利储层形成的关键时期。构造侧向挤压与成岩压碎破裂造缝、次生溶蚀两种改造机制,改善了深层储层的储集性、提高了渗透性,进而建立了深层储层孔隙预测模型。定量揭示出库车坳陷克拉苏构造带在埋深7 000~8 000 m甚至更深层段,储层孔径、喉径增大并保持,仍发育有效储层。 相似文献
20.
A FEM model for analysis of fully coupled multiphase flow, thermal transport and stress/deformation in geological porous media was developed based on the momentum, mass and energy conservation laws of the continuum mechanics and the averaging approach of the mixture theory over a three phase (solid–liquid–gas) system. Six processes (i.e. stress–strain, water flow, gas flow, vapor flow, heat transport and porosity evolution processes) and their coupling effects are considered, which not only makes the problem well-defined, but renders the governing PDEs closed, complete, compact and compatible. Displacements, pore water pressure, pore gas pressure, pore vapor pressure, temperature and porosity are selected as basic unknowns. The physical phenomena such as phase transition, gas solubility in liquid, thermo-osmosis, moisture transfer and moisture swelling are modeled. As a result, the relative humidity and other related variables in porous media can be evaluated on a sounder physical basis. A three dimensional computer code, THYME3D, was developed, with eight degrees of freedom at each node. The laboratory CEA Mock-up test and the field scale FEBEX benchmark test on bentonite performance assessment for underground nuclear waste repositories were used to validate the numerical model and the software. The coupled THM behaviors of the bentonite barriers were satisfactorily simulated, and the effects and impacts of the governing equations, constitutive relations and property parameters on the coupled THM processes were understood in terms of more straightforward interpretation of physical processes at microscopic scale of the porous media. The work developed enables further in-depth research on fully coupled THM or THMC processes in porous media. 相似文献