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Reservoir rock chemo-mechanical alteration quantified by triaxial tests and implications to fracture reactivation

机译:水库岩石化学机械改变通过三轴试验量化和对骨折再激活的影响

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CO2 injection into geological formations shifts the geochemical equilibrium between the minerals and resident brine. The induced mineral-brine-CO2 reactions can alter the reservoir rock strength and deformational behavior, which subsequently affects CO2 storage mechanical integrity. This study attempts to investigate quantitatively the effect of mineral cement and particle dissolution through numerical modeling and validation of triaxial tests performed on unaltered and geologically altered Entrada Sandstone. We utilize a numerical model that couples the discrete element method (DEM) and the bonded-particle model (BPM) to perform simulations of triaxial tests on synthetic rocks that mimic tested rock samples under various confining stresses. Numerical results, in agreement with experimental evidence, show that both cement and particle dissolution significantly contribute to rock weakening in sandstone samples with carbonate/hematite cements and pore-filling carbonate. Sensitivity analyses show that the brittleness of DEM numerical samples is mostly conditioned by the cement bond size among all cement microscopic parameters. An alteration path that mimics the mineral dissolution under subsurface boundary conditions leads to (1) vertical compaction and horizontal stress relaxation in the reservoir rock and (2) transfer of stresses to adjacent strata that results in bond breakage and potentially natural fracture reactivation at a large scale.
机译:CO2注射到地质形成转移矿物质和居民盐水之间的地球化学均衡。诱导的矿物 - 盐水-CO2反应可以改变储层岩石强度和变形行为,随后影响CO 2储存机械完整性。该研究试图通过数值模拟和验证在未改变和地质上改变的intrada砂岩上进行数值建模和验证来进行定量地研究矿物水泥和颗粒溶解的影响。我们利用耦合离散元素法(DEM)和粘合粒子模型(BPM)的数值模型,以对在各种限制应力下模拟测试的岩石样品的合成岩石上的三轴试验模拟。在与实验证据一致的数值结果表明,水泥和粒子溶解显着有助于碳砂样样品中的岩石弱化,碳酸盐/赤铁矿和覆碳酸孔。敏感性分析表明,DEM数样品的脆性主要由所有水泥微观参数中的水泥粘合尺寸调节。模拟地下边界条件下的矿物溶解的改变路径导致(1)储层岩石中的垂直压实和水平应力松弛和(2)将应力转移到相邻地层,导致粘合断裂和潜在的自然骨折再活化规模。

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