Crystallization deformation of a saline soil during freezing and thawing processes

被引:101
作者
Lai, Yuanming [1 ,3 ]
Wu, Daoyong [2 ]
Zhang, Mingyi [1 ]
机构
[1] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
[2] Guizhou Univ, Minist Land & Resources, Key Lab Karst Environm & Geohazard, Guiyang 550025, Peoples R China
[3] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
基金
中国国家自然科学基金;
关键词
Saline soil; Phase change kinetics; Crystallization pressure; Soil deformation; POROUS MATERIALS; SALT CRYSTALLIZATION; PHASE-CHANGE; MODEL; STRESS; WATER; TRANSPORT; SYSTEMS; GROWTH;
D O I
10.1016/j.applthermaleng.2017.04.011
中图分类号
O414.1 [热力学];
学科分类号
摘要
Water, salt and heat transfer in porous media generally accompanied with phase change, causing serious damages to the porous material. In this paper, a kinetics model considering nucleation, molecular diffusion and crystal growth was established. Then, a simple expression of macroscopic crystallization stress (MCS), depending on the microscopic crystallization pressure and the amount of precipitated crystal, was presented. Finally, the model was calibrated through experimental study on the deformation behavior of soil combined with phase change during freezing. The experimental results indicate that the soil deformation is determined by MCS in essentially. The MCS destroys the pore structure resulting in soil deformation when the MCS exceeds the tensile strength of the soil material. A good agreement between the model predictions and the experimental results demonstrates the effectiveness of the proposed kinetics approach with phase change. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:463 / 473
页数:11
相关论文
共 29 条
[1]  
[Anonymous], 2006, The Physics of Phase Transitions: Concepts and Applications
[3]   Laboratory investigation of the freezing point of saline soil [J].
Bing, Hui ;
Ma, Wei .
COLD REGIONS SCIENCE AND TECHNOLOGY, 2011, 67 (1-2) :79-88
[4]  
[邴慧 BING Hui], 2009, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V31, P1958
[5]   A NEW METHOD FOR CALCULATING FROST HEAVE INCLUDING SOLUTE EFFECTS [J].
CARY, JW .
WATER RESOURCES RESEARCH, 1987, 23 (08) :1620-1624
[6]   A coupled multiphase model for hygrothermal analysis of masonry structures and prediction of stress induced by salt crystallization [J].
Castellazzi, G. ;
Colla, C. ;
de Miranda, S. ;
Formica, G. ;
Gabrielli, E. ;
Molari, L. ;
Ubertini, F. .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 41 :717-731
[7]   Ice slurry crystallization based on kinetic phase-change modeling [J].
Chegnimonhan, V. ;
Josset, C. ;
Peerhossaini, H. .
INTERNATIONAL JOURNAL OF REFRIGERATION-REVUE INTERNATIONALE DU FROID, 2010, 33 (08) :1559-1568
[8]   Model for the mechanical stress due to the salt crystallization in porous materials [J].
Espinosa, R. M. ;
Franke, L. ;
Deckelmann, G. .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (07) :1350-1367
[9]   Phase changes of salts in porous materials: Crystallization, hydration and deliquescence [J].
Espinosa, Rosa Maria ;
Franke, Lutz ;
Deckelmann, Gernod .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (08) :1758-1773
[10]  
Fagerlund G., 1973, Materiaux Constr, V6, P215, DOI [10.1007/BF02479036, DOI 10.1007/BF02479036]