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周凤玺, 高国耀. 非饱和土中热湿盐多场耦合过程分析[J]. 岩土工程学报, 2019, 41(5): 813-820. DOI: 10.11779/CJGE201905003
引用本文: 周凤玺, 高国耀. 非饱和土中热湿盐多场耦合过程分析[J]. 岩土工程学报, 2019, 41(5): 813-820. DOI: 10.11779/CJGE201905003
ZHOU Feng-xi, GAO Guo-yao. Multi-field coupling process of heat-moisture-salt in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 813-820. DOI: 10.11779/CJGE201905003
Citation: ZHOU Feng-xi, GAO Guo-yao. Multi-field coupling process of heat-moisture-salt in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 813-820. DOI: 10.11779/CJGE201905003

非饱和土中热湿盐多场耦合过程分析

Multi-field coupling process of heat-moisture-salt in unsaturated soil

  • 摘要: 以多孔介质理论为基础研究了非稳态条件下非饱和土中温度-水分-盐分多场耦合问题。考虑到非饱和土中孔隙被液态水、溶解的盐分、水蒸气和干燥气体等填充,在质量和能量守恒的基础上获得了非饱和土中水分、气体、盐分的质量守恒方程以及能量守恒方程。考虑一维非稳态问题,选取温度、孔隙气压、孔隙水压和含盐量以及其梯度作为状态变量,得到问题的状态方程组。利用Laplace变换将时域上的状态方程转换到频域上,在给定的边界条件下,采用打靶法求解该强耦合的非线性变系数微分方程组。基于Hausdorff矩问题的稳定化算法将频域上的数值解转化到时域上,通过与已有的试验结果相比较,验证了模型的有效性。基于数值算例与参数,分析了压力梯度、温度梯度、孔隙率等条件对非饱和中温度场、水分场和盐分场分布的影响规律。

     

    Abstract: On the basis of porous media theory, the multi-field coupling problem of temperature-moisture-salt in unsaturated soils under non-steady state conditions is studied. Considering that the pores are filled with liquid water, dissolved salts, water vapor and dry gas, the mass conservation equations for water, gas and salt in unsaturated soils and the relevant energy conservation equations are obtained on the basis of mass and energy conservation. For the one-dimensional unsteady state problem, the state equations for the problem are obtained by selecting temperature, pore pressure, pore water pressure, salt solution concentration and their derivatives as the state variables. The Laplace transform is used to transform the state equations in the time domain to those in the frequency one. Under the given boundary conditions, the shooting method is used to solve the strongly coupled nonlinear variable coefficient differential equations. The stability algorithm based on the Hausdorff moment problem transforms the numerical solutions in the frequency domain to those in the time one, and the validity of the model is verified by comparing with the existing experimental results. On the basis of numerical examples and parameters, the influences of pressure gradient, temperature gradient and porosity on the distribution of temperature field, water field and salt field in unsaturated soils are discussed.

     

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