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Coupling in poroelasticity and thermoelasticity

机译:孔隙弹性和热弹性的耦合

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摘要

A brief derivation is given of the equations of linearised poroelasticity and thermoelasticity. Dimensionless parameters are presented that quantify the strength of the coupling between mechanical and hydraulic (or thermal) effects. The poroelastic coupling parameter is shown to be the product of the Blot coefficient and the Skempton coefficient; the thermoelastic coupling parameter can be interpreted as the ratio of stored elastic strain energy to stored thermal energy. For liquid-saturated rocks, the poroelastic coupling parameter usually lies between 0.1 and 1.0, which means that the mechanical deformation has a strong influence on the pore pressure. The thermoelastic coupling parameter is usually very small, so that, although the temperature field influences the stresses and strains, the stresses and strains do not appreciably influence the temperature field. (C) 2000 Elsevier Science Ltd. All rights reserved. [References: 26]
机译:简要推导了线性化的多孔弹性和热弹性方程。提出了无量纲参数,这些参数量化了机械和液压(或热)效应之间的耦合强度。孔隙弹性耦合参数显示为印迹系数和Skempton系数的乘积。热弹性耦合参数可以解释为储存的弹性应变能与储存的热能之比。对于液体饱和岩石,孔隙弹性耦合参数通常在0.1到1.0之间,这意味着机械变形对孔隙压力有很大的影响。热弹性耦合参数通常很小,因此,尽管温度场会影响应力和应变,但应力和应变不会明显影响温度场。 (C)2000 Elsevier ScienceLtd。保留所有权利。 [参考:26]

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