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首页> 外文期刊>Cold regions science and technology >Analytical elasto-plastic solution of frost heaving force in cold region tunnels considering transversely isotropic frost heave of surrounding rock
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Analytical elasto-plastic solution of frost heaving force in cold region tunnels considering transversely isotropic frost heave of surrounding rock

机译:考虑横向各向同性霜冻围岩的寒冷地区隧道中冰块隧道中的分析弹塑性塑料溶液

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摘要

Numerous cold region tunnels have been constructed in recent decades. To prevent frost damage, problem of frost heaving force calculation is to be solved urgently. During the freezing process of cold region tunnels, temperature gradient occurs mainly in radial direction, whereas the temperature gradient in circumferential and axial directions is negligibly gentle. Hence, the surrounding rock of cold region tunnels freezes unidirectionally along the radial direction, which results in the transversely isotropic frost heave of surrounding rock. Therefore, an analytical elasto-plastic solution of frost heaving force is proposed, in which an anisotropic frost heave coefficient k is introduced to consider the transversely isotropic frost heave. And the surrounding rock is considered as ideal elasto-plastic material conforming to Mohr-Coulomb yield criterion in the solution. Moreover, the method to determine the elastic or plastic state of the surrounding rock after frost heave is proposed. For the condition that the frozen surrounding rock doesn't reach the plastic state, an elastic solution of frost heaving force considering the transversely isotropic frost heave is also established. Then, the analytical elasto-plastic solution is verified with the existing solutions and a model test, and proved to be reasonable and applicable. Finally, the influence of the related factors, such as the frost heaving property (the anisotropic frost heave coefficient and the volumetric frost heaving strain) of surrounding rock, the initial ground stress, and the mechanical parameters of surrounding rock on the frost heaving force and plastic zone radius is analyzed. Results show that as the anisotropic frost heave coefficient k increases, the frost heaving force increases significantly, which demonstrates that the transversely isotropic frost heave of surrounding rock has considerable impact on the frost heaving force and should be considered.
机译:近几十年来建造了许多寒冷地区隧道。为了防止霜冻损伤,冻结力计算的问题将紧急解决。在冷区域隧道的冷冻过程中,温度梯度主要发生在径向方向上,而圆周和轴向的温度梯度是可忽略的温和。因此,冷区隧道的周围岩石沿径向沉淀,这导致横向各向同性霜冻的周围岩石。因此,提出了一种冻结力的分析弹性塑料溶液,其中引入了各向异性霜冻系数k以考虑横向各向同性霜冻升降。周围的岩石被认为是符合溶液中的Mohr-Coulomb产率标准的理想弹塑性材料。此外,提出了在霜冻升降之后确定周围岩石的弹性或塑性状态的方法。对于冷冻周围岩石无法达到塑料状态的条件,考虑到横向各向同性霜冻升降的冻结力的弹性解决方案也是建立的。然后,通过现有的解决方案和模型试验验证分析弹塑性溶液,并证明是合理的和适用的。最后,相关因素的影响,如冻疮性质(各向异性霜冻系数和体积霜冻菌株)周围岩石,初始压力和周围岩石的机械参数对霜藏力的影响分析塑料区半径。结果表明,随着各向异性霜冻升降系数K增加,霜冻力量显着增加,这表明周围岩石的横向各向同性霜冻对冻结力有相当大的影响,应考虑到冻结力。

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