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Modeling of thermal pressurization in tight claystone using sequential THM coupling: Benchmarking and validation against in-situ heating experiments in COx claystone

机译:使用顺序THM耦合的紧固粘土岩中热加压建模:基准与验证在COX Claystone中的原位加热实验

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摘要

We apply thermoporoelasticity and a sequentially coupling technique for modeling thermally-driven coupled Thermo-Hydro-Mechanical (THM) processes in tight claystone. A THM benchmark case with a corresponding analytic solution for thermoporoelasticity under a constant heat loading verifies the model. Thereafter, two in situ heating experiments are simulated for model validation: a smaller-scale heating experiment (TED experiment) and a larger-scale experiment (ALC experiment) in Callovo-Oxfordian (COx) claystone at the Meuse/Haute-Marne underground research laboratory in France. The model exhibits good performance to match the observed temperature and pore pressure evolution for the smaller-scale TED experiment. For the larger-scale ALC experiment, general trends of thermal-pressurization are captured in the modeling, but pressure is underestimated at some monitoring points during cool-down. This indicates that the THM response in the field may be affected by the variability of rock's properties or irreversible or time-dependent mechanical processes that are not included in the current thermoporoelastic model. The main contributions of this work are as follows: (1) we verify and validate the numerical simulator, TOUGH-FLAG, to be a valuable coupled THM modeling tool; (2) prove that the laboratory determined material parameters can be used as reference values for upscaling experiments. However, to better identify and quantify THM processes with modeling of in situ tests, more emphasize should be dedicated to obtaining high-quality mechanical deformation data.
机译:我们施加热压弹性和序贯耦合技术,用于在紧密粘土中建模的热驱动的耦合热液压机械(THM)工艺。在恒定热量加载下具有相应分析解决方案的THM基准案例,恒温下的热压痉挛验证了模型。此后,模拟模型验证的两种原位加热实验:梅苏/高级马克地下研究的较小规模的加热实验(TED实验)和呼叫牛津(COX)粘土石的大规模实验(ALC实验)法国实验室。该模型表现出良好的性能,以匹配观察到的温度和孔隙压力进化,以进行较小的规模泰德实验。对于较大尺寸的ALC实验,在建模中捕获热加压的一般趋势,但在冷却期间,在一些监测点处低估压力。这表明该字段中的THM响应可能受到不包括在当前热压弹性模型中的岩石性质或不可逆或时间相关的机械过程的变化的影响。这项工作的主要贡献如下:(1)我们验证并验证数字模拟器,韧性标志,是有价值的耦合THM建模工具; (2)证明实验室确定的材料参数可用作升高实验的参考值。然而,为了更好地识别和量化具有原位测试的建模的THM过程,更加强调应该专用于获得高质量的机械变形数据。

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