Pore Characteristics of the Fine‐Grained Tight Reservoirs in the Yabulai Basin,Northwestern China     

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   

粗粒料强度及变形特性的细观模拟     

张超  展旭财  杨春和 《岩土力学》2013,34(7):2077-2083

粗粒料是一定级配的岩石颗粒集合体,具有独特的物理力学特性。以粗粒料室内三轴固结排水试验成果为基础,基于离散元颗粒流理论,从细观角度出发,以PFC3D为工具,通过自编程及二次开发,得到按级配生成的粗粒料三轴试验数值模型。引入clump颗粒考虑颗粒形状对粗粒料强度及变形的影响,分析剪胀、颗粒形状、颗粒重排的关系。结果表明：颗粒形状是影响粗粒料强度与变形的主要因素,在其他细观参数一定的情况下,改变颗粒形状,可以显著影响粗粒料的力学行为;BPM模型的应力-应变关系只在低围压下与试验值吻合,随着围压的增大,偏差越来越大;而引入clump颗粒的PFC3D数值模型能很好地模拟粗粒料室内三轴固结排水试验的应力-应变特性,但由于BPM及clump都是刚性颗粒,没有考虑颗粒变形及破碎,造成应变剪胀偏大。  相似文献   

粗粒土压实特性及颗粒破碎分形特征试验研究   总被引：3，自引：0，他引：3  

杜俊  侯克鹏  梁维  彭国诚 《岩土力学》2013,34(Z1):155-161

对多个级配不同含水率的粗粒土进行击实试验,研究粗粒土的压实特性和颗粒破碎分形特征。结果表明,粗粒土最大干密度随级配中粗粒含量的增大而增大,当粗粒含量P5=70%时,最大干密度出现最大值;当P5＞70%时,最大干密度又随粗粒含量的增大而减小,粗粒土击实破碎后的粒径分布具有良好的分形特性,破碎分形维数为2.279 0～2.892 2,均大于击实前粗粒土粒度分形维数;相同级配条件下,粗粒土破碎分形维数随含水率的增大而增大,且粗粒含量P5＞50%时,增幅显著;粗粒土破碎分形维数D与破碎率Bg存在良好的线性关系,且击实前后粗粒土粒度分形维数差值能客观表征颗粒破碎的程度;粗粒含量和含水率是影响颗粒破碎率的两个重要因素,但相对于含水率而言,粗粒含量对破碎率的影响更加显著。  相似文献   

K0固结粗粒土剪胀特性大型三轴试验研究     

褚福永  朱俊高  殷建华 《岩土力学》2013,34(12):3431-3436

采用大型三轴剪切仪对不同相对密度的双江口心墙坝覆盖层料,进行了 固结及各向等压固结条件下的排水剪切试验,探讨了 固结及各向等压固结条件下粗粒土剪胀性的差异,并检验了修正Rowe剪胀方程对 固结粗粒土的适用性。结果表明：粗粒土在 固结条件下,较各向等压固结条件下的剪胀性明显,且这种差异性在密度较小的粗粒料中体现较为突出,而随着密度的增加,差异性逐渐减弱;对试验数据进行非线性拟合,总结出剪胀因子 与相对密度 、围压 之间的关系式,据此可分析不同紧密程度粗粒料剪胀性的强弱;对 固结粗粒土,修正Rowe剪胀方程能较好地描述其剪胀性。  相似文献   

粗粒料强度准则与排土场稳定性研究     

张超  杨春和 《岩土力学》2014,35(3):641-646

排土场稳定性主要取决于排土场的坡角及排弃废石的内部强度。通过低压到高压的三轴压缩试验研究了千枚岩粗颗粒散体材料强度的特性及压力对其强度的影响。试验表明：粗颗粒材料的破碎率随着压力的增大而增加,而增加速率则随着压力的增大而减小,并给出了一个用于描述压力及破碎率的关系式。提出了考虑破碎对强度影响的强度准则,该准则能描述粗颗粒材料的强度随压力的变化情况。采用该强度准则分析排土场的稳定性,其结果更加接近实际情况。而采用摩尔-库仑强度准则计算得到的排土场稳定性安全系数偏大,存在安全隐患。建议采用本文提出的强度准则分析排土场稳定性,特别是对于超高排土场的稳定性分析,更加适用该强度准则。  相似文献   

胜利油气区粒屑碳酸盐岩形成机制与储油气性   总被引：4，自引：2，他引：2       下载免费PDF全文

张守鹏  蔡进功  魏魁生 《地球科学》2000,25(2):147-151,223

将胜利油区下第三系发育的粒屑碳酸盐岩划分为鲕粒白云岩、砂屑白云岩、螺屑灰(云 )岩、介屑云岩、杂基充填多粒屑云岩、灰质亮晶粒屑云岩等 6种类型 .通过分析水波浪在湖岸和高 (台 )地周缘对粒屑的搅动和搬迁过程 ,以及屏障湖湾和离岸水下隆起两个减能地形的确定 ,阐述了粒屑碳酸盐岩的沉积机理 .根据粒屑粒径平均值R和粒屑在岩石中的百分含量G所得的经验公式W =RG ,确定了水体能量指数W ,并以此识别本区存在的特高能级区(W >5 0 )、高能级区 (W :2 5～ 5 0 )、中能级区 (W :10～ 2 5 )、低能级区 (W :1～ 10 )和静水区(W <1) 5个相带 .比较系数 (分选系数T)可以作为波浪能量和沉积区水体能量的一个判别指标 .根据粒屑碳酸盐岩的沉积作用和后期再造作用所形成的物性条件 ,将此类碳酸盐岩储层划分为原生特高渗透层、次生高渗透层、次生中—低渗透层和原生低渗透层 4个类型  相似文献   

粗颗粒土冻胀特性和防治措施研究现状   总被引：8，自引：4，他引：4  

李安原  牛永红  牛富俊  刘华 《冰川冻土》2015,37(1):202-210

室内试验和现场监测数据表明, 粗颗粒土的冻胀敏感性与土的级配、初始含水量、温度、外载等诸多因素有关; 在一定的组合条件下, 粗颗粒土也可以发生显著的冻胀. 以认识哈大高铁路基冻胀特性为目的, 在分类梳理有关粗颗粒土冻胀特性研究文献的基础上, 简要论述了粗颗粒土的冻胀理论及其发展现状, 然后重点论述了有关影响粗颗粒土冻胀特性的几个关键因素--细颗粒含量、水分特征及温度状况方面的研究成果和存在的问题. 最后, 讨论了研究粗颗粒土冻胀模型及其冻胀机理时应关注的问题, 以更好地评价、防治公路和铁路路基土冻胀.  相似文献   

The particle size characteristics of fine‐grained channel deposits in the River Exe Basin,Devon, UK     

J. M. Phillips  D. E. Walling 《水文研究》1999,13(1):1-19

Deposition and storage of fine‐grained (<62·5 μm) sediment in the hyporheic zone of gravel bed rivers frequently represents an important cause of aquatic habitat degradation. The particle size characteristics of such fine‐grained bed sediment (FGBS) exert an important control on its hydrodynamic properties and environmental impact. Traditionally, particle size analysis of FGBS in gravel bed rivers has focused on the absolute size distribution of the chemically dispersed mineral fraction. However, recent work has indicated that in common with fluvial suspended sediment, significant differences may exist between the absolute and the in situ, or effective, particle size composition of FGBS, as a result of the existence of aggregates, or composite particles. In the investigation reported in this paper, sealable bed traps that could be remotely opened to sample sediment deposited during specific storm runoff events and a laser back‐scatter probe were used to quantify the temporal and spatial variability of both the absolute and effective particle size composition of FGBS, and the associated suspended sediment from four gravel bed rivers in the Exe Basin, Devon, UK. The absolute particle size distributions of both the FGBS and suspended sediment evidenced c. >95%<62·5 μm sized primary particles and displayed a seasonal winter–summer fining, while the opposite trend was displayed by the effective particle size distribution of the FGBS and suspended sediment. The effective particle size distributions of both were typically highly aggregated, comprising up to 68%>62·5 μm sized particles. Spatial variation in the effective particle size and aggregation parameters was of secondary importance relative to temporal variation. The effective particle size distribution of the FGBS was consistently coarser and more aggregated than the associated suspended sediment and there was evidence of aggregate break‐up in samples of resuspended bed sediment. The implications of these findings for sediment transport modelling are considered. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

SPECIFIC EROSIONAL AND DEPOSITIONAL PROCESSES IN A PLEISTOCENE SUBGLACIAL TUNNEL IN THE WIELKOPOLSKA REGION,POLAND     

MAŁGORZATA PISARSKA‐JAMROŻY  TOMASZ ZIELIŃSKI 《Geografiska Annaler: Series A, Physical Geography》2012,94(3):429-443

The Pleistocene Cie?le succession accumulated in a subglacial tunnel and shows three sedimentological units: (1) trough cross‐stratified sand with granules deposited in deep channels up to 5.4 m, (2) trough stratified and massive gravels deposited in a very deep channel up to 6.2 m eroded by a catastrophic hyperconcentrated flow, and (3) a massive diamicton, interpreted as a basal till of melt‐out type. We focus on angular and deformed sandy clasts that occur in the second unit. It appears that thermal erosion, short transport in a sediment‐laden current and sudden sedimentation were responsible for the oversized sandy clasts that occur in the gravel glaciofluvial deposits. The deposits are characterized by large‐scale erosional scours, massive structure, and fluid‐escape deformations. This combination of features can be used as a key tool for the interpretation of hyperconcentrated‐flow conditions beneath Pleistocene ice sheets.  相似文献   

含粗粒金矿石品位分析试样的加工制备   总被引：2，自引：1，他引：2  

王孝樽  毕慧明 《岩矿测试》1991,10(2):144-146

本文介绍了加工制备含粗粒金矿石的分析样品。对矿石含金品位低、脉石矿物硬度比较小类型的金矿全巷大样,在加工制样中筛上收>0.5mm大粒金。粒度<0.5mm矿石经缩分取样,用重选(摇床)富集粗粒金,分别检测结果,最终计算矿石总含金品位。实践表明,经本法加工试样检测结果所计算的金品位具有可靠性。  相似文献