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A Water-Heat-Force Coupled Framework for the Preparation of Soils for Application in Frozen Soil Model Test  ( EI收录)  

文献类型:期刊文献

英文题名:A Water-Heat-Force Coupled Framework for the Preparation of Soils for Application in Frozen Soil Model Test

作者:Shen, Daoming[1];Zhang, Xia[2];Xia, Jinhong[1];Li, Shunqun[3]

第一作者:申道明

通讯作者:Shen, DM[1]

机构:[1]Xinxiang Univ, Coll Civil Engn & Architecture, Xinxiang 453000, Henan, Peoples R China;[2]Xinxiang Univ, Sch Journalism & Commun, Xinxiang 453000, Henan, Peoples R China;[3]Tianjin Chengjian Univ, Coll Civil Engn & Architecture, Tianjin 300384, Peoples R China

第一机构:新乡学院土木工程与建筑学院

通讯机构:[1]corresponding author), Xinxiang Univ, Coll Civil Engn & Architecture, Xinxiang 453000, Henan, Peoples R China.|[1107114]新乡学院土木工程与建筑学院;[11071]新乡学院;

年份:2021

卷号:17

期号:1

起止页码:21-37

外文期刊名:FDMP-FLUID DYNAMICS & MATERIALS PROCESSING

收录:EI(收录号:20211110080707);Scopus(收录号:2-s2.0-85102376293);WOS:【ESCI(收录号:WOS:000637024100002)】;

基金:This work was supported by the National Natural Science Foundation of China (Grant No. 41877251) and Research and Practice Project of Higher Education Teaching Reform in Henan Province, China (Grant No. 2019SJGLX463).

语种:英文

外文关键词:Latent heat; frozen soil; temperature field; water-heat-force coupled framework

摘要:The freezing of soil containing a liquid is a complex transient heat conduction problem involving phase change and release or absorption of latent heat. Existing efforts have essentially focused on theoretical research and numerical simulations. In the present study, the problem is approached from an experimental point of view using the so-called "freezing model test" method. In particular, in order to establish a precise relationship between the model and the prototype, a temperature similarity criterion is derived using the condition of an equal number of Kosovitch. Similarity is also established with respect to other aspects. A similarity criterion for the water field is determined on the basis of relevant partial differential equations. Analogous criteria for the stress field and load are derived using an elastic model. The validity of this approach is experimentally verified. The research results provide a practical and reasonable method for calculating the parameters for preparing model soils. They also constitute a theoretical basis and a technical support for the design and implementation of a water-heat-force similarity coupled framework.

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