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Numerical simulation and analysis of moisture-heat coupling of soft rock tunnels in the cold regions

机译:寒区软岩隧道湿热耦合数值模拟与分析

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摘要

With the western development in China, more problems with rock and soil engineering in cold regions will be encountered. To study the stability of rock mass under the frost and thaw condition is of far significance. We attempt to simulate and analyze the temperature and moisture field in the surrounding rock of Dabanshan tunnel at its exit KI06+025 in the cold region by software Femlab. First, introduced the common numerical solution to the moisture and heat coupled about the soft rock in tunnels of cold region. Then gave emphasis on simulation of the law of temperature distribution coupled temperature-moisture field and draw a parallel between temperature fields with different coefficient of percolation. In the course of simulation we considered the problem of caloric receptivity, thermal conductivity and critical heat varying with temperature.
机译:随着中国的西部大开发,寒冷地区的岩土工程将面临更多问题。研究冻融条件下岩体的稳定性具有重要意义。我们尝试通过软件Femlab模拟和分析大板山隧道KI06 + 025出口在寒冷地区的围岩中的温度和湿度场。首先,介绍了寒冷地区隧道中软岩周围水分和热量耦合的通用数值解。然后重点模拟了温度-湿度耦合的温度分布规律,并得出了不同渗滤系数的温度场之间的平行关系。在模拟过程中,我们考虑了热量接受度,导热系数和临界热随温度变化的问题。

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