Jiazeng Cao, Tao Wang, Yonglin Feng, Jin Wu, Zhiyang Wang, Guoqing Zhou
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Then multidimensional Gaussian copula models at different temperatures were constructed using three construction methods to characterize the correlations among the thermal parameters. Additionally, the correlation coefficients under three methods were simulated using Monte Carlo simulation (MCS) and the fitting errors were calculated. Finally, the Sobol indices of thermal parameters were calculated by a simple one‐dimensional heat conduction model. The results show that the frozen soil thermal parameters have obvious correlation variability at various temperatures. The Pearson method presents the most favorable fitting capability in the construction of the joint distribution model of frozen soil thermal variables. The error of the simulation results is the smallest when the construction method and correlation coefficient are identical. 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引用次数: 0
摘要
在人工冻结工程施工过程中,利用温度场确定冻结时间对安全施工至关重要。而热参数是温度场计算的核心参数。如何在有限的试验数据下获得冻土热参数的联合概率分布,对于提高随机温度场的准确性,指导安全施工至关重要。本研究以安徽地铁蒙铁站冻土样品为研究对象,获得了不同温度下冻土的导热系数、体积热容和导热系数的统计特征。然后采用三种构造方法构建了不同温度下的多维高斯耦合模型,表征了热参数之间的相关性。利用蒙特卡罗模拟(Monte Carlo simulation, MCS)对三种方法下的相关系数进行了模拟,并计算了拟合误差。最后,用简单的一维热传导模型计算了热参数的Sobol指数。结果表明,冻土热参数在不同温度下具有明显的相关变异性。在建立冻土热变量联合分布模型时,皮尔逊方法具有较好的拟合能力。当构造方法和相关系数相同时,仿真结果的误差最小。不同方法计算的Sobol指数存在显著差异,其中Kendall方法计算的Sobol指数对参数非线性的敏感性更高。
Correlation Characterization Method for Thermal Parameters of Frozen Soil Under Incomplete Probability Information
In the construction process of the artificial ground freezing (AGF), the utilization of the temperature field to determine the freezing time is crucial for the safe construction. While the thermal parameter is the core parameter of the temperature field calculation. How to obtain the joint probability distribution of thermal parameters of frozen soil under limited test data is essential to improve the accuracy of the stochastic temperature field and guide safe construction. In this study, based on the sample of frozen soil in Mengtie railway station of Anhui metro line, the statistical characteristics of the thermal conductivity, volumetric heat capacity, and thermal conductivity at various temperatures were obtained. Then multidimensional Gaussian copula models at different temperatures were constructed using three construction methods to characterize the correlations among the thermal parameters. Additionally, the correlation coefficients under three methods were simulated using Monte Carlo simulation (MCS) and the fitting errors were calculated. Finally, the Sobol indices of thermal parameters were calculated by a simple one‐dimensional heat conduction model. The results show that the frozen soil thermal parameters have obvious correlation variability at various temperatures. The Pearson method presents the most favorable fitting capability in the construction of the joint distribution model of frozen soil thermal variables. The error of the simulation results is the smallest when the construction method and correlation coefficient are identical. The Sobol indices calculated by different methods have significant differences, with the Sobol indices using the Kendall method exhibiting a higher sensitivity to the nonlinearity of the parameters.
期刊介绍:
The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.