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首页> 外文期刊>International Journal of Rock Mechanics and Mining Sciences >The relationship between closure pressures from fluid injection tests and the minimum principal stress in strong rocks
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The relationship between closure pressures from fluid injection tests and the minimum principal stress in strong rocks

机译:流体注入试验的闭合压力与强岩石中最小主应力之间的关系

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摘要

Closure pressures measured during injection tests such as mini-fracs are normally considered an accurate measure of the minimum in situ principal stress magnitude. This paper presents stress, strength and image log data from the Australian Cooper Basin, which suggests that in reservoirs with high in situ stress, high tensile strength and weak geological fabrics, interpreted closure pressures may be significantly greater than the minimum principal stress. Closure pressures interpreted from mini-frac injection tests in the Cooper Basin, suggest the minimum principal stress varies from 12.4-27.2 MPa/km (0.55-1.2 psi/ft). To better understand the reasons for this variation in closure pressure, image logs and mini-frac data from 13 treatment zones, and core from seven of these treatment zones, were analysed. The analysis revealed that treatment zones with high measured closure pressures (> = 18.1 MPa/km; 0.8 psi/ft), high treating pressures (> 31.6 MPa/km; 1.4psi/ft) and high measured hydraulic fracture complexity existed in reservoirs with high tensile rock strength (>7MPa; 1015psi) and geological fabrics (planes of weakness) including natural fractures. Conversely, treatment zones with lower measured closure stress (< = 19 MPa/km; 0.84psi/ft) and low hydraulic fracture complexity occurred in reservoirs with lower tensile strength and/or no geological fabrics. We suggest that closure pressures in rocks with high tensile strength and weak geological fabrics may not be representative of the minimum principal stress magnitude in the Cooper Basin where they are associated with hydraulic fracture complexity. Rather, they reflect the normal stress incident on pre-existing weaknesses that are exploited by hydraulic fluid during the mini-frac injection.
机译:在注入测试(例如微型框架)中测得的闭合压力通常被认为是最小现场主应力大小的精确度量。本文介绍了来自澳大利亚库珀盆地的应力,强度和图像测井数据,这表明在具有高地应力,高抗拉强度和薄弱地质构造的储层中,解释的闭合压力可能明显大于最小主应力。库珀盆地微型压裂注水试验的闭合压力表明,最小主应力在12.4-27.2 MPa / km(0.55-1.2 psi / ft)之间变化。为了更好地了解闭合压力变化的原因,分析了来自13个处理区的图像测井和小型压裂数据以及其中七个处理区的岩心。分析表明,在具有以下特征的储层中,存在测得的封闭压力高(> = 18.1 MPa / km; 0.8 psi / ft),处理压力高(> 31.6 MPa / km; 1.4psi / ft)和测得的水力压裂复杂性高的处理区。高抗张岩石强度(> 7MPa; 1015psi)和包括自然裂缝在内的地质构造(软弱面)。相反,在抗张强度较低和/或没有地质构造的储层中,测得的闭合应力较低(<= 19 MPa / km; 0.84psi / ft)且水力压裂复杂度较低的处理区。我们认为,具有高抗拉强度和薄弱地质构造的岩石中的闭合压力可能不能代表库珀盆地的最小主应力大小,而后者与水力压裂的复杂性有关。而是,它们反映了在微型裂缝注入过程中液压油所利用的预先存在的弱点上的法向应力。

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