首页> 外文期刊>Journal of Applied Geophysics >Equivalent porous medium for modeling of the elastic and the sonic properties of sandstones
【24h】

Equivalent porous medium for modeling of the elastic and the sonic properties of sandstones

机译:用于模拟砂岩弹性和声波特性的等效多孔介质

获取原文
获取原文并翻译 | 示例
           

摘要

This study is devoted to model the elastic and the sonic properties of sandstones. The main difficulty in modeling granular materials like sandstones is the effect of grain-to-grain contacts. A new concept of an equivalent porous medium (EPM), which is a porous medium of a continuous solid matrix and pore-inclusions with an equivalent porosity that is higher than the porosity of the initial medium, is proposed to avoid this difficulty. A combination of the classical Hashin-Shtrikman (HS) approach and EPM provides an efficient simulation of the elastic properties of aggregate materials like sandstones, in comparison with experimental and numerical data in literature. The porosity of EPM of clean sandstones, that is calibrated using laboratory data, is about two times greater than that of the initial medium. The effects of clay and organic contents in shaly sandstones are also taken into account by introducing a notion of an un-supporting soft-phase. Similarly to the case of clean sandstones, the volumetric fraction of the soft-phase of EPM is about two times greater than that of the initial rock. The stress sensitivity and a comparison of this model to the heuristic modified Hashin-Shtrikman model are also discussed at the end of the paper. A power law is proposed for the dependence of the volumetric fraction of the EPM's soft-phase on the effective confining pressure. The proposed concept of EPM is proved to have many practical applications for the interpretation of sonic and seismic data of reservoir rocks. (C) 2015 Elsevier B.V. All rights reserved.
机译:这项研究致力于模拟砂岩的弹性和声音特性。对颗粒材料(如砂岩)进行建模的主要困难是颗粒与颗粒之间的接触。为了避免这一困难,提出了等效多孔介质(EPM)的新概念,等效多孔介质是一种连续的固体基质和孔隙夹杂物的多孔介质,其等效孔隙率高于初始介质的孔隙率。与文献中的实验数据和数值数据相比,经典的Hashin-Shtrikman(HS)方法和EPM的结合提供了对诸如砂岩之类的骨料的弹性特性的有效仿真。使用实验室数据校准的干净砂岩的EPM孔隙度大约是初始介质的两倍。通过引入不支持软相的概念,也考虑了泥质和有机质在页岩砂岩中的作用。与清洁砂岩的情况类似,EPM软相的体积分数约为初始岩石的两倍。最后,还讨论了应力敏感性以及该模型与启发式修正的Hashin-Shtrikman模型的比较。提出了幂定律,以使EPM软相的体积分数与有效围压有关。事实证明,提出的EPM概念在解释储集层岩石的声波和地震数据方面具有许多实际应用。 (C)2015 Elsevier B.V.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号