Analysis on the evolution of frost heaving pressure of penetrating crack considering water content and migration

IF 1.3 4区 工程技术 Q4 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Simulation-Transactions of the Society for Modeling and Simulation International Pub Date : 2023-01-01 DOI:10.1177/00375497221107935
Shengwen Zhang, Hang Lin, Yifan Chen, Yixian Wang, Yanlin Zhao
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引用次数: 3

Abstract

Frozen heaving failure of fractured rock mass is commonly encountered in engineering in cold regions, which is chiefly caused by the frost heaving pressure arising from the water–ice phase change in the crack. To explore the evolution of frost heaving pressure in penetrating elliptical crack considering water content and water migration, a new theoretical model embodying the frost heaving pressure evolutionary character was established by introducing freezing ratio function. The equivalent thermal expansion coefficient was used to analyze the evolution process of frost heaving pressure under the effect of water–ice phase change, which was then verified. It was found that the evolution process of frost heaving pressure can be divided into three stages: free expansion stage of water–ice phase change, rapid growth stage of frost heaving pressure, and stable stage of frost heaving pressure. Subsequently, the influences of rock thermal expansion effect, properties of rock and ice, and water content of crack on the frost heaving pressure were investigated. The results indicate that the impact of rock thermal expansion on frost heaving pressure is extremely slight, which is negligible. Comparing with the properties of rock, the properties of ice show significant effects on the frost heaving pressure, particularly the Poisson ratio of ice. In the case of identical water migration ratio, the peak frost heaving pressure increases linearly with the water content of crack.
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考虑含水率和运移的贯通裂缝冻胀压力演化分析
冻胀破坏是寒区工程中常见的裂隙岩体破坏形式,主要是由裂隙内水冰相变产生的冻胀压力引起的。为探讨考虑含水率和水迁移的贯通型椭圆裂纹中冻胀压力的演化规律,引入冻结比函数,建立了体现冻胀压力演化特征的理论模型。利用等效热膨胀系数分析了水冰相变作用下冻胀压力的演化过程,并对其进行了验证。研究发现,冻胀压力的演化过程可分为三个阶段:水-冰相变的自由膨胀阶段、冻胀压力的快速增长阶段和冻胀压力的稳定阶段。随后,研究了岩石热膨胀效应、岩石和冰的性质以及裂缝含水量对冻胀压力的影响。结果表明:岩石热膨胀对冻胀压力的影响极小,可以忽略不计;与岩石性质相比,冰的性质对冻胀压力有显著影响,尤其是冰的泊松比。在水迁移比相同的情况下,峰值冻胀压力随裂缝含水量的增加而线性增加。
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来源期刊
CiteScore
3.50
自引率
31.20%
发文量
60
审稿时长
3 months
期刊介绍: SIMULATION is a peer-reviewed journal, which covers subjects including the modelling and simulation of: computer networking and communications, high performance computers, real-time systems, mobile and intelligent agents, simulation software, and language design, system engineering and design, aerospace, traffic systems, microelectronics, robotics, mechatronics, and air traffic and chemistry, physics, biology, medicine, biomedicine, sociology, and cognition.
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