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1.
Two-dimensional reactive transport modeling of the Maqarin Eastern Springs site, a natural analogue for the alteration of a fractured limestone by high-pH Portland cement waters, has been performed using the CrunchFlow code. These 2D calculations included transport by advection–dispersion–diffusion along a single fracture and diffusion in the wall rock. Solute transport was coupled to mineral dissolution and precipitation. A limited sensitivity analysis evaluated the effect of different values of primary mineral surface areas, flow velocity and sulfate concentration of the inflowing high-pH solution.Major secondary minerals include ettringite–thaumasite, C–S–H/C–A–S–H and calcite. C–S–H/C–A–S–H precipitation is controlled by the dissolution of primary silicates. Ettringite precipitation is controlled by diffusion of sulfate and aluminum from the wall rock to the fracture, with aluminum provided by the dissolution of albite. Calcite precipitation is controlled by diffusion of carbonate from the wall rock. Extents of porosity sealing along the fracture and in the fracture-wall rock interface depend on assumptions regarding flow velocity and composition of the high-pH solution. The multiple episodes of fracture sealing and reactivation evidenced in the fracture infills were not included in the simulations. Results can qualitatively reproduce the reported decrease in porosity in the fractures and in the wall rock next to the fractures. Instances of porosity increase next to fractures caused by carbonate dissolution were not reproduced by the calculations. 相似文献
2.
H.N. Khoury E. Salameh I.D. Clark P. Fritz W. Bajjali A.E. Milodowski M.R. Cave W.R. Alexander 《Journal of Geochemical Exploration》1992,46(1)
The highly alkaline springs of the Maqarin area of northern Jordan are currently under examination as part of an international project testing the models used to analyse the safety of repositories for low and intermediate level radioactive waste (L/ILW). The Maqarin area contains a rock-groundwater system which is an ideal natural analogue of a concrete-filled L/ILW repository emplaced in a sedimentary host rock. The high pH (12.5) groundwaters at this site are the product of interaction with naturally occurring cement minerals and not of the alteration of ultramafic minerals. Stable isotope data for the hyperalkaline groundwaters lie below both the local meteoric water line and the eastern Mediterranean water line. At least part of the shift appears to be the result of groundwater interaction with the cement minerals. This paper introduces the site of the natural analogue study and, in presenting novel data on the chemistry and stable isotopic signature of the groundwater, provides background information which is used in a companion paper (Alexander et al., 1992) on testing the predictive capabilities of geochemical thermodynamic codes (and their associated databases) which will be utilised as part of the safety assessment of a L/ILW repository. 相似文献
3.
Hani N. Khoury 《Environmental Earth Sciences》2012,65(6):1909-1916
Quaternary travertine capping the metamorphic (cement) zones in Uleimat Quarries, central Jordan, has been precipitated from
hyperalkaline paleogroundwaters. Such waters are similar to the cement pore water and to the present day hyperalkaline seepages
(pH 12.5) in Maqarin, north Jordan. The isotopic depletions observed in Uleimat travertine, with δ13C values as low as −25.45‰, suggest that they have been precipitated during CO2 uptake by highly alkaline calcium hydroxide waters. The travertine in Uleimat Quarries indicates a long-term analog of carbonation
and remobilization of silica in cementitious barriers for radioactive waste repositories. The presence of Cr-rich smectites
and relatively high levels of Cr (4.1%), V (657 ppm), Ni (163 ppm), Zn (634 ppm) and U (34 ppm) in the green travertine and
the associated opaline silica phases suggests the use of the Uleimat travertines as analogs with the repository disturbed
zone. Smectites and silica phases are expected to be a sink for alteration products in the late stage evolution of a high
pH plume. Co-precipitation of these elements in mineral phases is of great importance to control the concentration of these
elements in groundwater. 相似文献
4.
5.
断层成岩封闭及其应用 总被引：1，自引：1，他引：0
影响断层封闭性的成岩作用类型主要包括:充填作用、压实作用和胶结作用。断裂带充填物中泥质含量越高, 其孔渗性越差, 形成封闭的可能性越大。压实作用是控制断裂带充填物致密性和断裂静止期封闭强度的关键, 压实作用越强, 断裂带越紧闭, 封闭性越好。流体进入断裂破碎带, 随压力和温度的降低, 热液矿物发生沉淀结晶, 逐渐胶结裂缝和角砾岩。断裂带胶结矿物主要有方解石和石英, 温度和压力是控制胶结作用发生的主要因素。夏503井断裂带内泥质充填物发育, 厚1 m左右, 由于埋藏深, 压实作用强, 断裂带充填物致密坚硬。扫描电镜观察, 裂缝和岩石孔隙中充填有沉淀结晶矿物, 这种胶结作用发生的范围大致在断裂带附近3 m左右。在充填、压实、胶结共同作用下, 夏503井断层封闭性强, 是控制江家店油田成藏的关键。 相似文献
6.
A numerical model of coupled saturated/unsaturated water flow, heat transfer and multi-component reactive solute transport
is presented to evaluate the long-term geochemical evolution in bentonite, concrete and clay formation for a potential geological
radioactive waste repository. Changes in formation porosity caused by mineral dissolution/precipitation reactions are taken
into account. Simulations were carried out with a general-purpose multicomponent reactive transport code, CORE2D V4. Numerical results show that pH in the bentonite porewater can vary from neutral to up to 13 over a time scale of 1 Ma
although dissolution of silica minerals and precipitation of secondary calcium silicate hydrate (CSH) minerals in bentonite
buffer the effect of the hyperalkaline plume. Mineral precipitation reduces the volume of pore space in bentonite close to
the bentonite–concrete interface due to the precipitation of CSH minerals. Model results indicate that bentonite porosity
decreases less than 25%. The hyperalkaline plume from the concrete only extends to a distance of 0.7 m in the clay formation
over the time range of 1 Ma. 相似文献
7.
《Applied Geochemistry》2002,17(3):207-223
Many designs for geological disposal facilities for radioactive and toxic wastes envisage the use of cement together with bentonite clay as engineered barriers. However, there are concerns that the mineralogical composition of the bentonite will not be stable under the hyperalkaline pore fluid conditions (pH > 12) typical of cement and its properties will degrade over long time periods. The possible extent of reaction between bentonite and cement pore fluids was simulated using the reaction-transport model, PRECIP. Key minerals in the bentonite (Na-montmorillonite, analcite, chalcedony, quartz, calcite) were allowed to dissolve and precipitate using kinetic (time-dependent) reaction mechanisms. Simulations were carried out with different model variants investigating the effects of: temperature (25 and 70 °C); cement pore fluid composition; dissolution mechanism of montmorillonite; rates of growth of product minerals; solubilities of product minerals; and aqueous speciation of Si at high pH. Simulations were run for a maximum of 3.2 ka. The results of all simulations showed complex fronts of mineral dissolution and growth, driven by the relative rates of these processes for different minerals. Calcium silicate hydrate (CSH) minerals formed closest to the cement-bentonite boundary, whereas zeolites and sheet silicates formed further away. Some growth of primary bentonite minerals (analcite, chalcedony, calcite and montmorillonite) was observed under certain conditions. Most alteration was associated with the fluid of highest pH, which showed total removal of primary bentonite minerals up to 60 cm from the contact with cement after ∼1 ka. The maximum porosity increase observed was up to 80–90% over a narrow zone 1–2 cm wide, close to the cement pore fluid- bentonite contact. All simulations (except that with alternative aqueous speciation data for Si) showed total filling of porosity a few cms beyond this interface with the cement, which occurred after a maximum of 3.2 ka. Porosity occlusion was principally a function of the growth of CSH minerals such as tobermorite. There was very little difference in the alteration attained using different model variants, suggesting that bentonite alteration was not sensitive to the changes in parameters under the conditions studied, so that transport of pore fluid through the bentonite governed the amount of alteration predicted. Principal remaining uncertainties associated with the modelling relate to assumptions concerning the evolution of surface areas of minerals with time, and the synergy between changing porosity and fluid flow/diffusion. 相似文献
8.
利用岩石薄片和扫描电镜分析等测试技术, 可以将济阳坳陷罗家地区古近系沙河街组页岩段储集空间分为孔隙和裂缝两大类。孔隙又可以分为黏土矿物晶间孔、碳酸盐矿物晶间孔、黄铁矿晶间微孔、碎屑颗粒溶孔和砂质粒间微孔5个亚类;裂缝分为成岩裂缝和构造裂缝两大类, 成岩裂缝又可以分为层间裂缝和粒缘裂缝两类。裂缝与基质孔隙之间, 存在一个微米尺度的重合带, 反映了储集空间发育继承性的特点, 油气聚集在以层间裂缝为中心, 粒缘裂缝等次级裂缝和较大的碳酸盐晶间孔为骨架, 以各类晶间孔隙、黏土微孔和溶蚀孔隙为基质的储集空间网络中。储集空间发育与岩性关系密切, 纹层状泥质灰岩物性较好, 相应的页岩物性具有基质渗透率极低和裂缝导流能力较强的特点。 相似文献
9.
贵州紫云县猴场镇扁平村的上石炭统叶状藻礁及其周边灰岩中广泛发育大量的各类胶结物。通过对胶结物的形态、结构和阴极发光特征以及胶结物间的接触关系的研究,可以确定成岩作用的先后并识别成岩环境。浅海海底同生成岩阶段大的孔隙中形成等厚环边针状胶结物、葡萄状胶结物,小的孔隙里形成微晶胶结物。早成岩阶段形成微亮晶和斑块状亮晶方解石胶结物和放射纤维扇状胶结物,表生成岩阶段的溶蚀作用和胶结作用强烈,胶结物类型有斑块状或等粒的方解石胶结物和等厚环壁柱状胶结物,等厚环壁柱状胶结物在所有胶结物中体积是较大的。早期胶结作用使叶状藻礁灰岩孔隙度大为降低。中、晚成岩阶段,孔隙被等厚环壁刃状胶结物和晶簇或斑块状亮晶方解石所充填,有些先成的胶结物被热液改造。后生作用阶段发生的主要是构造破裂作用,其中少数裂隙被红褐色含Fe2O3微晶层和晶体粉砂及渗流豆粒充填。叶状藻礁灰岩的孔隙在晚成岩阶段前或中被胶结而之后没有创造出大且连通的孔隙,是它没能成为油气储集层的原因之一。 相似文献
10.
The integrity of wells, which are key components for CO2 sequestration, depends mainly on the seal between the wellbore cement and the geologic formation. To identify the reaction products that may alter the cement/caprock interface, batch experiments and computer modelling were conducted and analysed. Over time, the dissolution and precipitation of minerals alters the physical properties of the interface, including its tightness. One main objective of the simulation was thus to analyse the evolution of the porosity of cement and caprock over time. The alteration of the cement/caprock interface was identified as a complex problem and differentiated depending on rock type. The characteristic feature of a cement/shale contact zone is the occurrence of a highly carbonated, compacted layer within the shale, which in turn causes cement/shale detachment. In the case of a cement/anhydrite interface, the most important reaction is severe anhydrite dissolution. Secondary calcite precipitation takes place in deeper parts of the rock. The cement/rock contact zone is prone to rapid mineral dissolution, which contributes to increased porosity and may alter the well integrity. Comparison of computer simulations with autoclave experiments enabled the adjustment of unknown parameters. This enhances the knowledge of these particular assemblages. Overall, a good match was obtained between experiments and simulations, which enhances confidence in using models to predict longer-term evolution. 相似文献
11.
《Applied Geochemistry》2003,18(10):1555-1571
In the context of the proposed low- and intermediate-level radioactive waste repository at Wellenberg (Switzerland), calculations simulating the interaction between hyperalkaline solutions and a fractured marl, at 25 °C, have been performed. The aim of these calculations is to evaluate the possible effects of mineral dissolution and precipitation on porosity and permeability changes in such a fractured marl, and their impact on repository performance. Solute transport and chemical reaction are considered in both a high-permeability zone (fracture), where advection is important, and the wall rock, where diffusion is the dominant transport mechanism. The mineral reactions are promoted by the interaction between hyperalkaline solutions derived from the degradation of cement (a major component of the engineered barrier system in the repository) and the host rock. Both diffusive/dispersive and advective solute transport are taken into account in the calculations. Mineral reactions are described by kinetic rate laws. The fluid flow system under consideration is a two-dimensional porous medium (marl, 1% porosity), with a high-permeability zone simulating a fracture (10% porosity) crossing the domain. The dimensions of the domain are 6 m per 1 m, and the fracture width is 10 cm. The fluid flow field is updated during the course of the simulations. Permeabilities are updated according to Kozeny's equation. The composition of the solutions entering the domain is derived from modeling studies of the degradation of cement under the conditions at the proposed underground repository at Wellenberg. Two different cases have been considered in the calculations. These 2 cases are representative of 2 different stages in the process of degradation of cement (pH 13.5 and pH 12.5). In both cases, the flow velocity in the fracture diminishes with time, due to a decrease in porosity. This decrease in porosity is caused by the precipitation of calcite (replacement of dolomite by calcite) and other secondary minerals (brucite, sepiolite, analcime, natrolite, tobermorite). However, the decrease in porosity and flow velocity is much more pronounced in the lower pH case. The extent of the zone of mineral alteration along the fracture is also much more limited in the lower pH case. The reduction of porosity in the fractures would be highly beneficial for repository performance, since it would mean that the solutions coming from the repository and potentially carrying radionuclides in solution would have to flow through low-conductive rock before they would be able to get to higher-conductive features. The biggest uncertainty in the reaction rates used in the calculations arises from the surface areas of the primary minerals. Additional calculations making use of smaller surface areas have also been performed. The results show that the smaller surface areas (and therefore smaller reaction rates) result in a smaller reactivity of the system and smaller porosity changes. 相似文献
12.
沾化凹陷罗家地区沙三下段泥页岩储层特征 总被引：3，自引：0，他引：3
沾化凹陷罗家地区古近系沙河街组沙三下段发育100~300 m厚的暗色泥页岩,具有较大的油气资源量和勘探潜力.研究表明,罗家地区的这套泥页岩为盐度较高、强还原性的深湖-半深湖沉积,岩石类型以泥岩、灰岩及之间的过渡岩性为主,碳酸盐矿物含量一般高于50%.根据泥页岩纹层厚度、组合方式、比例和稳定性,将深水泥页岩划分为6种类型,其中以薄层状泥质灰岩为主.泥页岩储层孔隙度为2%~8%,平均5.3%;渗透率变化较大,一般为(1~10)×10-3 μm2,平均为7.5×10-3 μm2,为低孔低渗的非常规储层.储集空间类型多,储层发育的裂缝包括构造裂缝、层间微裂缝和成岩缝,孔隙包括矿物晶间孔、溶蚀孔、有机质孔等.储层质量受矿物组成和岩相、成岩作用、有机质含量等因素共同控制,其中有机质含量是控制该套泥页岩储层物性的主要内在因素. 相似文献
13.
David Savage Josep M. SolerKohei Yamaguchi Colin WalkerAkira Honda Manabu InagakiClaire Watson James WilsonSteven Benbow Irina GausJoerg Rueedi 《Applied Geochemistry》2011,26(7):1138-1152
The use of cement and concrete as fracture grouting or as tunnel seals in a geological disposal facility for radioactive wastes creates potential issues concerning chemical reactivity. From a long-term safety perspective, it is desirable to be able model these interactions and changes quantitatively. The ‘Long-term Cement Studies’ (LCS) project was formulated with an emphasis on in situ field experiments with more realistic boundary conditions and longer time scales compared with former experiments. As part of the project programme, a modelling inter-comparison has been conducted, involving the modelling of two experiments describing cement hydration on one hand and cement-rock reaction on the other, with teams representing the NDA (UK), Posiva (Finland), and JAEA (Japan).This modelling exercise showed that the dominant reaction pathways in the two experiments are fairly well understood and are consistent between the different modelling teams, although significant differences existed amongst the precise parameterisation (e.g. reactive surface areas, dependences of rate upon pH, types of secondary minerals), and in some instances, processes (e.g. partition of alkali elements between solids and liquid during cement hydration; kinetic models of cement hydration). It was not conclusive if certain processes such as surface complexation (preferred by some modellers, but not by others) played a role in the cement-rock experiment or not. These processes appear to be more relevant at early times in the experiment and the evolution at longer timescales was not affected. The observed permeability profile with time could not be matched. The fact that no secondary minerals could be observed and that the precipitated mass calculated during the simulations is minor might suggest that the permeability reduction does not have a chemical origin, although a small amount of precipitates at pore throats could have a large impact on permeability.The modelling exercises showed that there is an interest in keeping the numerical models as simple as possible and trying to obtain a reasonable fit with a minimum of processes, minerals and parameters. However, up-scaling processes and model parameterisation to the timescales appropriate to repository safety assessment are of considerable concern. Future modelling exercises of this type should focus on a suitable natural or industrial analogue that might aid assessing mineral-fluid reactions at these longer timescales. 相似文献
14.
We have examined microstructures, mineralogical composition, geochemical alteration, and texture of four selected fault rock samples from the Deep Geodynamical Laboratory (DGLab) Gulf of Corinth project using optical microscopy, cathodoluminescence microscopy (CL), scanning electron microscopy (SEM), transmission electron microscopy (TEM), and synchrotron X-ray diffraction measurements. The fault core is composed of red and gray clayey gouge material and surrounded by a damage zone of brecciated limestones. Pressure solution features, calcite veins and calcite clasts in the breccia and gouge material attest the presence of paleo-fluids and fluid-driven mass transfer during deformation. Differences in CL-colors between the matrix and calcite vein cement and inside the vein cement suggest repeated infiltration of fluids with different composition from various sources (formation water and meteoric water). Twin lamellae densities estimated in calcite veins are used as paleo-piezometer. The deduced differential stress is ∼140 ± 70 MPa for the older vein generation and appears to be higher than stress for the youngest veins (45 ± 23 MPa). In spite of the relatively small clay content in both samples, newly formed clay minerals have been observed in gray as well as red clayey gouge material. Differences between gray and red clay gouge material are found in fault rock composition, porosity and clay fabric. The proportion of chlorite in the red gouge is significantly less than that in the gray gouge whereas the initial porosity is significantly higher than in the gray gouge material. The detection of a well-oriented clay fabric in red clay gouge samples is unique in comparison to other major fault zones. 相似文献
15.
Yanbin Yao Dameng Liu Yao Che Dazhen Tang Shuheng Tang Wenhui Huang 《International Journal of Coal Geology》2009,80(2):113-123
This paper demonstrates capabilities of microfocus X-ray computed tomography (µCT) in characterizing the development of coal porosity and fractures. For the investigated coals, the CT number of minerals, pores and coal matrix are approximately 3000, < 600 and 1000–1600 Hounsfield unit (HU), respectively. The total CT number of analyzed coals mainly relate to the density, coal maceral composition, and proportion of minerals and pores. Although the estimated porosities by segmentation method show some uncertainty, the results correlate well with the analyzed porosities by helium gas method and water-saturated method. The aperture, spacing and spatial distribution of fractures, and mineral morphology are semi-quantitatively evaluated by µCT using a computer-aided design. The slicing analyses of coals demonstrated that distributions of porosity in coals are highly anisotropic. The spatial disposition of pores, fractures and minerals is the most important factor that influences coal porosity and permeability. In spite of the limitation of low spatial resolution (70 μm) and some ring artifacts of X-ray, µCT has major advantages in non-destructive detection and 3D visualized characterization of pores, fractures and minerals compared to traditional methods. 相似文献
16.
Béatrice Ledésert Ronan Hebert Albert Genter Danièle Bartier Norbert Clauer Céline Grall 《Comptes Rendus Geoscience》2010,342(7-8):607-615
Borehole studies of the Soultz-sous-Forêts granite are dedicated to deep geothermics. The hydraulic properties of the reservoir are mainly controlled by the occurrence of some altered cataclastic shear zones showing a low natural permeability characterized by the occurrence of brines. Those zones show a fracture cluster organisation with sealed fractures of various types (post-filled joints, sheared fractures, veins). The main hydrothermal deposits observed within the permeable zones are geodic quartz, carbonates, illite and more locally sulphides. The fracture wall–rocks are intensely transformed: dissolution of igneous minerals, crystallization of new minerals, porosity and permeability increase. It is important to characterize the newly-formed minerals in order to choose the reagents used to improve the permeability of the exchanger by chemical stimulations. This article represents a synthesis of the studies completed by the authors between 1990 and 2008 on the fracture networks, hydrothermal alterations and mineral crystallizations they induced and data about the flow pathways in the exchanger. 相似文献
17.
甘肃酒泉盆地青西油田泥砾岩相和泥云岩相储层中发育两种裂缝系统。采用多种方法,系统研究了不同岩相区裂缝的产状特征、电性响应特征和物性特征,并重点分析了控制裂缝形成的成岩演化成因。研究结果表明:泥砾岩相中发育有砾缘缝、粒内溶蚀缝和构造裂缝;泥云岩相中发育层面溶蚀缝、泄水裂缝及构造裂缝。裂缝系统不但对储层渗流能力有较大程度的改善,而且也具有一定程度的储集能力。母岩矿物的选择性（差异）溶蚀是控制本区裂缝和次生孔隙发育的主要因素：泥砾岩成分复杂,各种碎屑物及胶结物之间的交代、溶蚀以及不稳定碎屑颗粒的选择性（差异）溶蚀是砾缘缝、成岩溶蚀缝及大量次生孔隙在泥砾岩储层中形成的主要原因;泥云岩中存在的二元和三元纹层结构从根本上决定了裂缝的发育程度,碳酸钙的白云岩化和沸石化是层面溶蚀缝形成的主要成岩作用。 相似文献
18.
惠州凹陷东部珠海组储层碱性成岩作用及孔隙演化 总被引：1，自引：0，他引：1
根据铸体薄片、扫描电镜、粒度分析、X衍射等资料,对惠州凹陷东部珠海组储层的岩石学特征、成岩作用和孔隙演化过程进行分析研究。研究认为,惠州凹陷东部珠海组储层的岩石类型以岩屑砂岩、长石质岩屑砂岩、岩屑质石英砂岩和岩屑质长石砂岩为主,结构成熟度与成分成熟度较低。砂岩埋藏过程中经历了明显的碱性成岩作用:石英的溶蚀与交代、碳酸盐矿物胶结、伊利石和绿泥石的沉淀以及钠长石化等。碱性成岩作用对孔隙的影响包括:石英溶蚀形成次生溶孔、碳酸盐胶结物沉淀损失粒间孔隙、黏土矿物沉淀形成晶间微孔。研究区珠海组主要发育粒内溶孔和粒间溶孔,原生孔隙较少。储层现今处于中成岩阶段A期,早期经历了强烈的压实作用,使其孔隙度由原始孔隙度32.1%降低至8.8%。早成岩阶段为碱性成岩环境,石英溶蚀增孔约0.5%;碳酸盐、硫酸盐、伊利石等胶结物沉淀减孔约2.3%。中成岩阶段A期为酸性成岩环境,硅质、高岭石等胶结物沉淀减孔约1.2%;长石、岩屑等溶蚀增孔约4.3%。最终,储层演化至现今孔隙度10.1%。 相似文献
19.
以沾化凹陷渤南洼陷罗63井和义21井沙一段取心段为例,依据研究样品的热解、全岩与黏土矿物X射线衍射、有机岩石学、孔隙度、氩离子抛光+扫描电镜以及微孔隙结构等分析结果,开展了沙一段湖相富有机质烃源岩岩石学与孔隙结构特征研究,结果表明：罗63井和义21井沙一段取心段富有机质烃源岩主要由碳酸盐矿物、黏土矿物和石英组成,另含少量长石、黄铁矿和石膏,其中黏土矿物主要由伊/蒙混层、伊利石组成,由取心段顶部至底部,碳酸盐矿物质量分数明显增高,而黏土矿物和石英则显著降低,呈现由钙质或灰质泥岩至演变为泥质灰岩的特征,岩石构造类型包括层状、纹层状和块状3类;罗63井和义21井沙一段取心段富有机质烃源岩平均孔隙度分别为2.09%和4.43%,具纹层状构造的烃源岩具有相对高的孔隙度;主要发育矿物基质孔隙（即粒间孔隙和粒内孔隙）和裂缝型孔隙两大类,而有机质孔隙不发育,孔隙半径从十几微米至几纳米的孔隙均有分布,以发育孔径50 nm以上的宏孔为主。 相似文献
20.
为研究岩石颗粒胶结方式对储层岩石弹性和渗流性质的影响,采用过程模拟法构建了三维数字岩心,在此基础上,分别利用有限元方法和格子玻尔兹曼方法研究了胶结物均匀生长、沿孔隙生长和沿喉道生长3种胶结方式对岩石弹性和渗流特性的影响规律.结果表明:岩石颗粒胶结方式会影响岩石刚性和孔隙连通性,引起岩石弹性模量和渗透率的变化.在相同孔隙度下,胶结物沿喉道生长形成的岩石抗压性最强,渗透率最小;沿孔隙生长形成的岩石抗压性最弱,渗透率最大.3种胶结方式下,岩石弹性模量随着胶结物含量增加而增大,变化率近似相等;岩石渗透率随着胶结物含量的增加而减小,岩石渗透性对颗粒胶结方式的变化更敏感. 相似文献