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Empirical relations of rock properties of outcrop and core samples from the Northwest German Basin for geothermal drilling

机译:德国西北部地热露头和岩心样品的岩石特性经验关系

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Information about geomechanical and physical rock properties, particularly uniaxial compressive strength (UCS), are needed for geomechanical model development and updating with logging-while-drilling methods to minimise costs and risks of the drilling process. The following parameters with importance at different stages of geothermal exploitation and drilling are presented for typical sedimentary and volcanic rocks of the Northwest German Basin (NWGB): physical (iP/i wave velocities, porosity, and bulk and grain density) and geomechanical parameters (UCS, static Young's modulus, destruction work and indirect tensile strength both perpendicular and parallel to bedding) for 35 rock samples from quarries and 14 core samples of sandstones and carbonate rocks. brbr With regression analyses (linear- and non-linear) empirical relations are developed to predict UCS values from all other parameters. Analyses focus on sedimentary rocks and were repeated separately for clastic rock samples or carbonate rock samples as well as for outcrop samples or core samples. Empirical relations have high statistical significance for Young's modulus, tensile strength and destruction work; for physical properties, there is a wider scatter of data and prediction of UCS is less precise. For most relations, properties of core samples plot within the scatter of outcrop samples and lie within the 90% prediction bands of developed regression functions. The results indicate the applicability of empirical relations that are based on outcrop data on questions related to drilling operations when the database contains a sufficient number of samples with varying rock properties. The presented equations may help to predict UCS values for sedimentary rocks at depth, and thus develop suitable geomechanical models for the adaptation of the drilling strategy on rock mechanical conditions in the NWGB.
机译:地质力学模型的开发和随钻测井方法的更新需要有关岩土力学和物理岩石特性(尤其是单轴抗压强度(UCS))的信息,以最大程度地降低钻探过程的成本和风险。针对德国西北部地区(NWGB)的典型沉积和火山岩,提出了以下在地热开采和钻探不同阶段具有重要意义的参数:物理( P )波速,孔隙度以及体积和颗粒密度)和岩石力学参数(UCS,静态杨氏模量,破坏功和与层理垂直和平行的间接抗拉强度)分别来自采石场的35个岩石样品以及砂岩和碳酸盐岩石的14个岩心样品。 通过回归分析(线性和非线性),建立了经验关系以从所有其他参数预测UCS值。分析集中在沉积岩上,对碎屑岩样品或碳酸盐岩样品以及露头样品或岩心样品分别进行重复分析。经验关系对杨氏模量,抗拉强度和破坏功具有很高的统计意义。对于物理属性,数据的散布范围更大,UCS的预测也不那么精确。对于大多数关系而言,核心样本的属性在露头样本的散点内进行绘制,并位于已开发的回归函数的90%预测带内。结果表明,当数据库包含足够数量的具有不同岩石特性的样本时,基于露头数据的与钻井作业有关的问题的经验关系的适用性。提出的方程式可能有助于预测深部沉积岩的UCS值,从而开发合适的地质力学模型,以适应NWGB中岩石力学条件下的钻井策略。

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