首页> 外文会议>Biot conference on poromechanics >Stress and Pore-Pressure Influence on Elasticity of Arbitrarily Symmetric Porous and Fractured Rocks
【24h】

Stress and Pore-Pressure Influence on Elasticity of Arbitrarily Symmetric Porous and Fractured Rocks

机译:应力和孔隙压力对任意对称多孔破碎岩石弹性的影响

获取原文

摘要

Characterization of hydrocarbon deposits and monitoring of tectonic stresses require understanding of stress dependences of elastic moduli of rocks The third-order non-linear elasticity theory, usually applied for this, is restricted for rocks to small stress variations. Another approach is the piezosensitivity theory explicitly considering strains of the rock pore space as the main reason of the elastic non-linearity. Here we generalize the piezosensitivity approach to arbitrarily anisotropic rocks. We assume the isotropy of the tensor describing sensitivity of elasticity to small strains of the pore space and derive explicit stress dependencies of the elastic compliances. The resulting stress dependencies are expected to be valid up to several 100 MPa. The theory's predictions of mutual relations between isotropic third-order elastic moduli is in a rather good quantitative agreement with literature data on corresponding laboratory measurements.
机译:碳氢化合物沉积的表征和构造应力的监测需要了解岩石的弹性模量的应力依赖性。通常应用于此的三阶非线性弹性理论仅适用于岩石应力变化较小的情况。另一种方法是压敏理论,明确地将岩石孔隙空间的应变视为弹性非线性的主要原因。在这里,我们将压电敏感性方法推广到任意各向异性的岩石。我们假设张量的各向同性描述了弹性对孔隙空间小应变的敏感性,并得出了弹性柔量的显式应力依赖性。所产生的应力依存性在最高100 MPa的情况下有望有效。该理论对各向同性三阶弹性模量之间相互关系的预测与相应实验室测量的文献数据在定量上吻合得很好。

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