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Stochastic analysis for the uncertain temperature field of tunnel in cold regions

机译:寒冷地区隧道不确定温度场的随机分析

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In cold regions, the temperature is important to determine the stability of tunnel construction. However, the conventional finite element methods for stability analysis are always deterministic, rather than taking stochastic parameters and conditions into account. In this paper, the boundary conditions are considered as stochastic processes and the rock properties are considered as random fields. A stochastic analysis for the uncertain temperature characteristics of tunnel is presented. The stochastic finite element formulae are obtained by Neumann stochastic finite element method (NSFEM), and the stochastic finite element program is compiled by Matrix Laboratory (MATLAB) software. Using our program, the random temperature fields of a tunnel in a cold region are obtained and analyzed. The results show that the temperature of a large quantity of frozen surrounding rock is stochastic, and it is bad for the thermal stability of actual tunnel engineering in cold regions. The distributions of mean temperature are the same and the distributions of standard deviation are similar for the two cases in this paper. The average standard deviation increases with time, which implies that the results of conventional deterministic analysis may be far from the true value. These results can improve our understanding of the random temperature field of tunnel and provide a theoretical basis for actual engineering design in cold regions. (C) 2016 Elsevier Ltd. All rights reserved.
机译:在寒冷地区,温度对于确定隧道施工的稳定性很重要。但是,用于稳定性分析的常规有限元方法始终是确定性的,而不是考虑随机参数和条件。在本文中,边界条件被认为是随机过程,岩石性质被认为是随机场。给出了隧道温度特性不确定性的随机分析。通过Neumann随机有限元方法(NSFEM)获得了随机有限元公式,并通过矩阵实验室(MATLAB)软件编写了随机有限元程序。使用我们的程序,获得并分析了寒冷地区隧道的随机温度场。结果表明,大量冻土的温度是随机的,不利于寒冷地区实际隧道工程的热稳定性。两种情况下的平均温度分布相同,标准偏差的分布相似。平均标准偏差随时间增加,这意味着常规确定性分析的结果可能与真实值相去甚远。这些结果可以增进我们对隧道随机温度场的理解,并为寒冷地区的实际工程设计提供理论依据。 (C)2016 Elsevier Ltd.保留所有权利。

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