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    • 3. 发明申请
    • IN-SITU DETERMINATION OF YIELD STRESS STATE OF EARTH FORMATIONS
    • 地面应力状态的现场测定
    • WO2009055196A3
    • 2010-06-10
    • PCT/US2008077952
    • 2008-09-26
    • SCHLUMBERGER SERVICES PETROLSCHLUMBERGER CA LTDSCHLUMBERGER HOLDINGSSCHLUMBERGER TECHNOLOGY BVPRAD RES & DEV LTDSINHA BIKASH K
    • SINHA BIKASH K
    • E21B49/00G01V1/50
    • E21B49/006G01V1/50
    • Determination of in-situ rock yield stress state of a geological formation (120) surrounding a borehole (122) includes determining a profile for each of an axial effective, a radial effective, and a hoop effective stress within at least one axial plane containing a borehole axis (112). A predicted radial shear response radial profile is calculated from the effective stresses within the at least one axial plane. A measurement-based estimate of a shear response radial profile within the at least one axial plane is determined from measured data. A maximum radial distance at which a difference between the predicted and measurement-based shear response radial profiles is identified within the at least one axial plane as being greater than a difference threshold. The respective axial, radial, and hoop stresses, are determined at the identified maximum radial distance. The identified stresses are indicative of an in-situ yield stress state of the rock (120).
    • 确定围绕钻孔(122)的地质构造(120)的原位岩石屈服应力状态包括确定在至少一个轴向平面内的轴向有效,径向有效和环有效应力中的每一个的轮廓, 井眼轴线(112)。 从至少一个轴向平面内的有效应力计算预测的径向剪切响应径向轮廓。 根据测量数据确定至少一个轴向平面内的剪切响应径向轮廓的基于测量的估计。 在所述至少一个轴向平面内识别所述预测和基于测量的剪切响应径向轮廓之间的差异大于差异阈值的最大径向距离。 在所识别的最大径向距离处确定相应的轴向,径向和环向应力。 所识别的应力指示岩石的原位屈服应力状态(120)。
    • 5. 发明专利
    • BRPI0807875A2
    • 2014-06-17
    • BRPI0807875
    • 2008-09-26
    • PRAD RES & DEV LTD
    • SINHA BIKASH K
    • E21B49/00G01V1/50
    • Determination of in-situ rock yield stress state of a geological formation surrounding a borehole includes determining a profile for each of an axial effective, a radial effective, and a hoop effective stress within at least one axial plane containing a borehole axis. A predicted radial shear response radial profile is calculated from the effective stresses within the at least one axial plane. A measurement-based estimate of a shear response radial profile within the at least one axial plane is determined from measured data. A maximum radial distance at which a difference between the predicted and measurement-based shear response radial profiles is identified within the at least one axial plane as being greater than a difference threshold. The respective axial, radial, and hoop stresses, are determined at the identified maximum radial distance. The identified stresses are indicative of an in-situ yield stress state of the rock.