Model tests and similarity criteria for nonlinear freezing of rock and soil

被引:0
|
作者
Li, Shun-Qun [1 ,2 ]
Zhang, Xun-Cheng [1 ,2 ]
Chen, Zhi-Xiang [1 ,2 ]
Zhao, Lei [3 ]
Xia, Jin-Hong [3 ]
机构
[1] School of Civil Engineering, Tianjin Chengjian University, Tianjin,300384, China
[2] Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment, Tianjin,300384, China
[3] School of Civil Engineering and Architecture, Xinxiang University, Xinxiang,Henan,453003, China
来源
Gongcheng Lixue/Engineering Mechanics | 2019年 / 36卷 / 01期
关键词
Frozen soils;
D O I
10.6052/j.issn.1000-4750.2017.11.0875
中图分类号
学科分类号
摘要
The specific heat and thermal conductivity of soil change constantly in a freezing process due to the significant difference in the specific heat and thermal conductivity between ice and water. The similarity criterion of the temperature field, built upon constant thermal parameters, can't accurately describe the evolution of the temperature field caused by nonlinear thermal parameters in a freezing process. Based on the heat conduction differential equation that considers the nonlinear behaviour of thermal parameters, the similarity criterion of temperature field of frozen soil model test was derived. The derivation was conducted by using the similar transformation method. The similarity relation between the prototype and the model was given when the original soil was used for model test. Meanwhile, the similarity conditions of thermophysical properties of the model soil were derived, considering the influence of the third boundary condition on the similarity criterion. On this basis, the temperature fields of the prototype and the model were simulated by ABAQUS, which considers the linearity, nonlinearity and the third boundary condition, and analyzed the temperature evolution of characteristic points in the freezing process. The results show that, the established nonlinear similarity criterion of heat conduction accurately reflects the temperature field development of the prototype frozen soil, and indicate the calculation method of thermal parameters of model soil is reasonable. Meanwhile, the nonlinear freezing similarity criterion that satisfies the third boundary condition has definite physical significance and higher practical values. This study provides a practical and meaningful calculation method for the preparation of model soil in the frozen soil model test. It also provides the theoretical basis and technical support for the design and implementation of temperature-moisture-stress coupling test in frozen soil. © 2019, Engineering Mechanics Press. All right reserved.
引用
收藏
页码:192 / 199
相关论文
共 50 条
  • [1] Similarity in soil and rock mechanics
    Kolymbas, D
    [J]. ADVANCED MATHEMATICAL AND COMPUTATIONAL GEOMECHANICS, 2003, 13 : 141 - 164
  • [2] THE METHOD OF SOLVING NONLINEAR HEAT TRANSFER MODEL IN FREEZING SOIL
    Rysbaiuly, B.
    Rysbaeva, N.
    [J]. EURASIAN JOURNAL OF MATHEMATICAL AND COMPUTER APPLICATIONS, 2020, 8 (04): : 83 - 96
  • [3] Targeted freezing tests soil stability
    不详
    [J]. CIVIL ENGINEERING, 1998, 68 (06): : 19 - 20
  • [4] Similarity Criterion of Freezing Model Test considering Nonlinear Variation of Thermal Parameters with Temperature
    Pan, Lin
    Cheng, Xuelei
    Xia, Jinhong
    [J]. MATHEMATICAL PROBLEMS IN ENGINEERING, 2020, 2020 (2020)
  • [5] Deduction and modification of experimental similarity criteria for rheological model of soft rock under temperature
    Wang Yongyan
    Fan Xiyan
    Wu Yang
    Gan Xiaonan
    Qin Nan
    [J]. PROCEEDINGS OF THE 2016 7TH INTERNATIONAL CONFERENCE ON MECHATRONICS, CONTROL AND MATERIALS (ICMCM 2016), 2016, 104 : 165 - 170
  • [6] The soil freezing characteristic: Its measurement and similarity to the soil moisture characteristic
    Spaans, EJA
    Baker, JM
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1996, 60 (01) : 13 - 19
  • [8] Similarity criterion for the nonlinear thermal analysis of the soil freezing process: considering the dual effect of nonlinear thermal parameters and boundary conditions
    Chen, Zhixiang
    Feng, Yanfang
    Zhang, Xuncheng
    Guo, Xiaoxia
    Shao, Longtan
    Cao, Yapeng
    Li, Shunqun
    Gao, Lingxia
    [J]. ACTA GEOTECHNICA, 2022, 17 (12) : 5709 - 5719
  • [9] Similarity criterion for the nonlinear thermal analysis of the soil freezing process: considering the dual effect of nonlinear thermal parameters and boundary conditions
    Zhixiang Chen
    Yanfang Feng
    Xuncheng Zhang
    Xiaoxia Guo
    Longtan Shao
    Yapeng Cao
    Shunqun Li
    Lingxia Gao
    [J]. Acta Geotechnica, 2022, 17 : 5709 - 5719
  • [10] Application of transparent soil model tests to study the soil-rock interfacial sliding mechanism
    Wang Zhuang
    Li Chi
    Ding Xuan-ming
    [J]. JOURNAL OF MOUNTAIN SCIENCE, 2019, 16 (04) : 935 - 943