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Numerical modelling of in situ behaviour of the Callovo-Oxfordian argillite subjected to the thermal loading

机译:热载荷作用下Callovo-Oxfordian硅藻土原位行为的数值模拟

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To enhance the understanding of thermal impact on the in situ behaviour of the Callovo-Oxfordian argillite, this paper presents an interpretation of an in situ heating experiment carried out in the Meuse/Haute Marne Underground Research Laboratory (M/HM URL). The argillite was heated successively by two constant heating powers: 277W and 925W. When subjected to thermal loading, the argillite exhibits an important volume change and a strong pore pressure response that significantly affect its hydraulic and mechanical behaviour. Numerical analysis has been performed by using a coupled theoretical formulation that incorporates a constitutive model especially developed for this material. Based on Biot's theory, this model includes the influence of interstitial pressure on the mechanical behaviour. The simulation obtained reproduces satisfactorily the results of the in situ experiment and the main observed patterns of behaviour. The interpretation and discussion of numerical results provide additional data that can help us to understand the thermo-hydromechanical behaviour concepts of saturated argillite formation.
机译:为了加深对热力学对Callovo-Oxfordian硅藻土原位行为的了解,本文介绍了在Meuse / Haute Marne地下研究实验室(M / HM URL)中进行的原位加热实验的解释。通过两个恒定的加热功率(277W和925W)依次加热该硅藻土。当受到热负荷时,硅藻土显示出重要的体积变化和强烈的孔隙压力响应,从而显着影响其水力和机械性能。通过使用结合了专门为此材料开发的本构模型的耦合理论公式进行了数值分析。基于比奥特的理论,该模型包括间隙压力对机械性能的影响。获得的模拟结果令人满意地再现了原位实验的结果和主要观察到的行为模式。数值结果的解释和讨论提供了其他数据,这些数据可以帮助我们理解饱和泥晶石形成的热流体力学行为概念。

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