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Geomechanical behavior of Cambrian Mount Simon Sandstone reservoir lithofacies, Iowa Shelf, USA

机译:美国爱荷华州架子山寒武纪西蒙砂岩储层岩相的地质力学行为

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摘要

The Mount Simon Sandstone (Mt. Simon), a basal Cambrian sandstone underlying much of Midwestern US, is a target for underground CO2 storage and waste injection which requires an assessment of geomechanical behavior. The range of depositional environments yields a heterogeneous formation with varying porosity, permeability, and mechanical properties. Experimental deformational behavior of three distinct Mt. Simon lithofacies was examined via axisymmetric compressional testing of core samples. Initial yielding was confirmed with acoustic emissions in many tests and failure envelopes were determined for each lithofacies. Evolution of elastic moduli with stress and plastic strain was determined by use of unload reload cycles, which permit separation of total measured strains into elastic and plastic strains. The Upper Mt. Simon lithofacies yields at higher shear stresses compared to two "Lower" lithofacies, with little modulus degradation with plastic strain. Lower Mt. Simon lithofacies are weaker and deform plastically with modulus degradation. This range in constitutive response is quantified with an elasto-plasticity model. Based on these results, Mount Simon Sandstone would likely deform elastically during CO2 injection and storage, with large pore pressure increases (similar to 8-9 MPa above hydrostatic) predicted to initiate plastic yielding. Nonetheless, near-wellbore damage could result in weaker lithofacies during injection and/or brine extraction
机译:西蒙山砂岩(西蒙山)是位于美国中西部大部分地区的寒武纪基底砂岩,是地下CO2储存和废物注入的目标,需要评估地质力学行为。沉积环境的范围产生具有不同孔隙度,渗透率和机械性能的非均质地层。三个不同Mt的实验变形行为。通过岩心样品的轴对称压缩试验检查了西蒙岩相。在许多测试中,通过声发射确认了初始屈服,并确定了每个岩相的破坏范围。弹性模量随应力和塑性应变的变化是通过使用卸载重载循环来确定的,该循环允许将总测得的应变分离为弹性应变和塑性应变。上山与两个“较低”的岩相相比,Simon岩相在较高的剪切应力下屈服,且塑性应变引起的模量降解很小。下山西蒙岩相较弱,随着模量降低而塑性变形。本构反应的范围用弹塑性模型量化。基于这些结果,西蒙山砂岩可能会在二氧化碳注入和储存过程中发生弹性变形,预计孔隙压力会大大增加(类似于静水压力之上8-9 MPa),从而开始塑性变形。但是,近井眼的损坏可能会导致注入和/或盐水提取过程中的岩相较弱

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