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Analysis on coupling of temperature field and stress field for tunnel surrounding rock in cold region

机译:寒区隧道隧道温度场和应力场耦合分析

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Based on the theory of mass and energy transfer, the coupling theoretical model of temperature and stress fields in the process of rock freeze-thaw was established considering the volume load caused by temperature change within the rock body. Taking Daban mountain tunnel surrounding rock at its exit as example, the heat-stress coupling process was numerically calculated, and the mutual influence and varied laws of temperature and stress fields were researched. The simulating result is similar to the current results and engineering experience, which can verify the correctness of the theoretical model and the reliability of calculation method, and also provide some theoretical basis for determining the engineering parameters scientifically, optimizing the lining and supporting scheme and ensuring the safety of design and construction.
机译:基于质量和能量转移理论,建立了岩体冻融过程中温度和应力场的耦合理论模型,考虑了岩体内温度变化引起的体积负荷。以岩浆围绕岩石在其出口处为例,测量热应力耦合过程数量计算,研究了相互影响和变化的温度和压力领域。模拟结果类似于当前的结果和工程经验,可以验证理论模型的正确性和计算方法的可靠性,并为科学地确定工程参数提供了一些理论依据,优化了衬里和支持方案和确保设计和施工安全。

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