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王自力, 李金峰, 滕继东, 张升, 盛岱超. 基于未冻水膜压力判据的冻土水热力耦合冻胀模型研究[J]. 岩土工程学报, 2023, 45(5): 997-1007. DOI: 10.11779/CJGE20220227
引用本文: 王自力, 李金峰, 滕继东, 张升, 盛岱超. 基于未冻水膜压力判据的冻土水热力耦合冻胀模型研究[J]. 岩土工程学报, 2023, 45(5): 997-1007. DOI: 10.11779/CJGE20220227
WANG Zili, LI Jinfeng, TENG Jidong, ZHANG Sheng, SHENG Daichao. THM coupled model for simulating frost heave based on a new water film pressure criterion[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 997-1007. DOI: 10.11779/CJGE20220227
Citation: WANG Zili, LI Jinfeng, TENG Jidong, ZHANG Sheng, SHENG Daichao. THM coupled model for simulating frost heave based on a new water film pressure criterion[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 997-1007. DOI: 10.11779/CJGE20220227

基于未冻水膜压力判据的冻土水热力耦合冻胀模型研究

THM coupled model for simulating frost heave based on a new water film pressure criterion

  • 摘要: 冻胀融沉是多年冻土区的主要病害,其受水分场、温度场、应力场的复杂耦合作用影响。基于水膜理论提出了冻土未冻水膜压力作为冰透镜体生成的判据,并重新对水分迁移驱动作用进行描述,建立了以温度、土体孔隙比为变量的全耦合模型。通过考虑已冻区冰基质的影响,推导了涵盖原位冻胀与冰分凝两部分的冻胀量计算公式。基于Matlab和COMSOL Multiphysics的联立平台,提出了模型冰透镜体实时分布的数值求解方法,实现了冻土温度、水分、应力、冰透镜体分布的全耦合数值求解。通过与室内土柱冻结试验及现有水热力模型(Thermal-Hydraulic-Mechanical,又称THM模型)冻胀量结果进行对比分析,证明了温度、含水率与冻胀计算上的可靠稳定。最后通过探讨温度梯度、上覆压力、渗透系数与压缩模量对土柱冻结的影响发现,温度梯度能显著增加土体冻胀量,上覆压力会导致更多水分向冻结锋面迁移,但对冻胀量起着抑制作用,渗透系数与压缩模量均对冻胀量产生正影响。为冻胀理论研究与数值实现提供了新思路。

     

    Abstract: The frost heave and thaw settlement are the main frost damage in cold areas, which are the complex coupling process of water, temperature and stress fields. In this study, a coupled thermal-hydraulic-mechanical model is developed based on the water film theory, in which the temperature and void ratio of soils are the input variables. The novelty of this model is that the frozen water film pressure is used as the criterion for the generation of ice lens. The driving force of water migration is newly defined, and the frost heave includes the pristine frost heave and the amount of ice segregation. The fully coupled model is numerically solved based on the Matlab and COMSOL Multiphysics, generating the results of soil temperature, moisture, stress and the layered ice lens. The simulated results are then compared with those of the laboratory freezing tests, which shows that they match quite well and verify the validity of the proposed model. The simulation indicates that temperature gradient can promote the frost heave, and the overburden pressure can attract more water to the freezing front but decrease the amount of the frost heave. In addition, both the hydraulic conductivity and the compressive modulus have positive effects on the frost heave. The proposed model provides a new approach to understand the frost heave.

     

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