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    • 12. 发明授权
    • Estimating seismic anisotropy of shales
    • 估算页岩的地震各向异性
    • US08243549B2
    • 2012-08-14
    • US12372129
    • 2009-02-17
    • Colin Michael Sayers
    • Colin Michael Sayers
    • G01V1/30
    • G01V1/30
    • In general, in one aspect, the invention relates to a method for determining properties of a subterranean formation. The method includes obtaining a micro-mechanical model for modeling the subterranean formation as a plurality of particles having low aspect ratio pores therebetween, wherein anisotropy of the subterranean formation is represented by normal compliance and shear compliance that describe deformation of the low aspect ratio pores under an applied stress, determining a ratio of normal compliance over shear compliance of the subterranean formation to obtain an estimated ratio of normal compliance over shear compliance, measuring a first formation parameter of the subterranean formation to obtain a measured first formation parameter based on a sonic measurement technique, determining a second formation parameter based on the micro-mechanical model using the estimated ratio of normal compliance over shear compliance and the measured first formation parameter, storing the second formation parameter of the subterranean formation, wherein the first formation parameter and the second formation parameter comprises at least one selected from a group consisting of an anisotropy parameter and a stiffness coefficient of the subterranean formation.
    • 通常,一方面,本发明涉及一种用于确定地下地层的性质的方法。 该方法包括获得一个微机械模型,用于将地下地层模拟成多个具有低纵横比孔的颗粒,其中地层的各向异性由正态柔度和剪切柔度表示,其描述低纵横比孔的变形 施加的应力,确定正常顺应性与地下地层的剪切顺应性的比率,以获得估计的正常依从性与剪切顺应性的比率,测量地下地层的第一形成参数以获得基于声波测量的测量的第一形成参数 技术,基于所述微机械模型,使用估计的正向柔量与剪切顺应性的比率和所测量的第一形成参数来确定第二形成参数,存储所述地下地层的第二地层参数,其中所述第一地层参数和所述第二地层 pa 直径包括选自由各向异性参数和地层的刚度系数组成的组中的至少一个。
    • 13. 发明授权
    • Determining maximum horizontal stress in an earth formation
    • 确定地层中的最大水平应力
    • US08024124B2
    • 2011-09-20
    • US12333347
    • 2008-12-12
    • Colin Michael Sayers
    • Colin Michael Sayers
    • G06F19/00
    • G01V1/30
    • The invention relates to a method for determining maximum horizontal stress in an earth formation. The method includes obtaining fast shear wave velocities (Vs1) and slow shear wave velocities (Vs2) for various depths in the earth formation, calculating shear wave anisotropy (Adata) using Vs1 and Vs2, obtaining vertical stress (Sv) and minimum horizontal stress (Sh) for the formation, representing maximum horizontal stress (SH) using a parameterized function having at least one parameter and using Sh and Sv as input, determining a value of the at least one parameter by minimizing a cost function that represents a measure of difference between Adata and Apred for the various depths and Apred is predicted shear wave anisotropy determined using Sv, Sh, and SH, calculating SH using the parameterized function and the value of the at least one parameter, and storing SH in relation to the earth formation.
    • 本发明涉及确定地层中最大水平应力的方法。 该方法包括获得地层各种深度的快速剪切波速度(Vs1)和缓慢剪切波速度(Vs2),使用Vs1和Vs2计算剪切波各向异性(Adata),获得垂直应力(Sv)和最小水平应力 Sh),使用具有至少一个参数的参数化函数表示最大水平应力(SH),并使用Sh和Sv作为输入,通过最小化表示差异度量的成本函数来确定至少一个参数的值 在各种深度之间的Adata和Apred之间,Apred是使用Sv,Sh和SH确定的预测剪切波各向异性,使用参数化函数和至少一个参数的值计算SH,并且存储与地层相关的SH。
    • 15. 发明申请
    • ESTIMATING SEISMIC ANISOTROPY OF SHALES
    • 估计地震的地震分析
    • US20090225628A1
    • 2009-09-10
    • US12372129
    • 2009-02-17
    • Colin Michael Sayers
    • Colin Michael Sayers
    • G01V1/30G01V1/50
    • G01V1/30
    • In general, in one aspect, the invention relates to a method for determining properties of a subterranean formation. The method includes obtaining a micro-mechanical model for modeling the subterranean formation as a plurality of particles having low aspect ratio pores therebetween, wherein anisotropy of the subterranean formation is represented by normal compliance and shear compliance that describe deformation of the low aspect ratio pores under an applied stress, determining a ratio of normal compliance over shear compliance of the subterranean formation to obtain an estimated ratio of normal compliance over shear compliance, measuring a first formation parameter of the subterranean formation to obtain a measured first formation parameter based on a sonic measurement technique, determining a second formation parameter based on the micro-mechanical model using the estimated ratio of normal compliance over shear compliance and the measured first formation parameter, storing the second formation parameter of the subterranean formation, wherein the first formation parameter and the second formation parameter comprises at least one selected from a group consisting of an anisotropy parameter and a stiffness coefficient of the subterranean formation.
    • 通常,一方面,本发明涉及一种用于确定地下地层的性质的方法。 该方法包括获得一个微机械模型,用于将地下地层模拟成多个具有低纵横比孔隙的颗粒,其中地层的各向异性由正态柔度和剪切柔度表示,其描述低纵横比孔的变形 施加的应力,确定正常顺应性与地下地层的剪切顺应性的比率,以获得估计的正常依从性与剪切顺应性的比率,测量地下地层的第一形成参数以获得基于声波测量的测量的第一形成参数 技术,基于所述微机械模型,使用估计的正向柔量与剪切顺应性的比率和所测量的第一形成参数来确定第二形成参数,存储所述地下地层的第二地层参数,其中所述第一地层参数和所述第二地层 pa 直径包括选自由各向异性参数和地层的刚度系数组成的组中的至少一个。