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Geomechanical characterization of a south Iran carbonate reservoir rock at ambient and reservoir temperatures

机译:伊朗南部碳酸盐岩储层岩石在环境温度和储层温度下的地质力学特征

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Geomechanical characteristics of the reservoir and adjacent formations are important inputs to lifetime evaluation, operation and monitoring of E&P projects. Causes and cures for issues such as well instability and production decline often are found in the geomechanical behavior of the rock. Rock testing usually involves destructive tests on core samples, and it is widely acknowledged that properties should be measured at the representative conditions (T, p, sigma) from which samples were taken. In this study of a well in an Iranian gas field, geomechanical units were first defined using well logs and lithological assessment. Then, based on the computed tomography images, intact samples were chosen and prepared for uniaxial and triaxial compression in both ambient (20 degrees C) and reservoir (90 degrees C) temperature conditions. The geomechanical properties at both temperatures, including uniaxial compressive strength (UCS), Young's modulus (E), Poisson's ratio (v), friction angle (phi') and cohesion (c') were compared. Porosity is observed as the main factor influencing the geomechanical behavior, and temperature affects UCS and E values of each GMU, in two distinct ways. We noted a transition porosity of 9%; specimens above this porosity respond differently to temperature compared to specimens below this porosity. It is concluded that whenever rock solid components' thermoelastic expansion is compensated by sufficient available free space (high porosity), the rock matrix will be strengthened. Finally, we noted that this range of AT has no significant effect on nu, phi' and c'. (C) 2016 Elsevier B.V. All rights reserved.
机译:油藏和邻近地层的地质力学特征是勘探和开发项目寿命评估,运行和监测的重要输入。通常会在岩石的地质力学行为中找到造成井眼不稳定和产量下降等问题的原因和根源。岩石测试通常涉及对岩心样品的破坏性测试,并且众所周知,应在采集样品的代表性条件(T,p,sigma)下测量性能。在对伊朗天然气田中一口井的研究中,首先通过测井和岩性评估确定了地质力学单元。然后,根据计算机断层扫描图像,选择完整的样本,并准备在环境温度(20摄氏度)和储层温度(90摄氏度)下进行单轴和三轴压缩。比较了两种温度下的地球力学特性,包括单轴抗压强度(UCS),杨氏模量(E),泊松比(v),摩擦角(phi')和内聚力(c')。孔隙率是影响地质力学行为的主要因素,温度以两种不同的方式影响每个GMU的UCS和E值。我们注意到过渡孔隙率为9%;高于该孔隙率的样品与低于该孔隙率的样品的温度响应不同。得出的结论是,只要岩石固体组分的热弹性膨胀被足够的可用自由空间(高孔隙率)补偿,岩石基质就会得到强化。最后,我们注意到AT的这一范围对nu,phi'和c'没有明显影响。 (C)2016 Elsevier B.V.保留所有权利。

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