Evaluating the thermal performance of unsaturated bentonite-sand-graphite as buffer material for waste repository using an improved prediction model

被引:18
作者
Liu, Xiaoyan [1 ,2 ,3 ]
Congress, Surya Sarat Chandra [4 ]
Cai, Guojun [2 ,3 ]
Liu, Lulu [1 ,2 ,3 ]
Puppala, Anand J. [4 ]
机构
[1] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] Anhui Jianzhu Univ, Sch Civil Engn, 292 Ziyun Rd, Hefei 230601, Anhui, Peoples R China
[3] Southeast Univ, Inst Geotech Engn, 2 Southeast Univ Rd,Jiangning Dev Zone, Nanjing 211189, Jiangsu, Peoples R China
[4] Texas A&M Univ, Zachry Dept Civil & Environm Engn, Dwight Look Engn Bldg, College Stn, TX 77843 USA
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
BSG mixtures; buffer material; thermal conductivity; electrical resistivity; prediction model; HYDRO-MECHANICAL PROPERTIES; SERIES-PARALLEL MODEL; GMZ BENTONITE; CONDUCTIVITY; SOIL; ENHANCEMENT; TEMPERATURE; INTERFACE; MIXTURES; GROUTS;
D O I
10.1139/cgj-2021-0001
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Buffer materials that are used to isolate heat-emitting waste canisters must bear a strong thermal load and have good thermal conductivity and stability. This study investigated the strengthening of internal thermal conduction via bentonite sealing. An admixture of quartz and graphite accelerated the heat transfer into the host rock. Samples containing different bentonites- and-graphite (BSG) mixtures were prepared. The influence of the volumetric water content, degree of saturation, dry density, porosity, sand content, and particle size on the thermal conductivity of the BSG mixtures was analyzed by conducting a series of thermal needle tests. Electrical resistivity tests were conducted to examine the electrical resistivity of the BSG mixtures, and the dependency of soil thermal conductivity on the volumetric water content based on electrical resistivity data. The results indicated that the dependency of thermal conductivity on the volumetric water content was closely related to electrical resistivity. Based on the thermal conductivity inflection point as determined by the volumetric water content corresponding to the electrical resistivity inflection point, an improved series-parallel thermal conductivity prediction model and the method to determine model parameters for the unsaturated BSG mixtures were proposed. The precision of the proposed prediction model was verified based on laboratory data.
引用
收藏
页码:301 / 320
页数:20
相关论文
共 73 条
[1]   Thermal properties of engineered barriers for a Canadian deep geological repository [J].
Abootalebi, Pedram ;
Siemens, Greg .
CANADIAN GEOTECHNICAL JOURNAL, 2018, 55 (06) :759-776
[2]  
[Anonymous], 2014, ASTMD533414, V04, P6, DOI [10.1520/D5334-0814.2, DOI 10.1520/D5334-0814.2]
[3]   Reference Correlation of the Thermal Conductivity of Toluene from the Triple Point to 1000 K and up to 1000 MPa [J].
Assael, M. J. ;
Mylona, S. K. ;
Huber, M. L. ;
Perkins, R. A. .
JOURNAL OF PHYSICAL AND CHEMICAL REFERENCE DATA, 2012, 41 (02)
[4]  
ASTM, 2012, ASTM G57-06
[5]   Evaluation of soil thermal conductivity models [J].
Barry-Macaulay, D. ;
Bouazza, A. ;
Wang, B. ;
Singh, R. M. .
CANADIAN GEOTECHNICAL JOURNAL, 2015, 52 (11) :1892-1900
[6]   Permeable porosity and thermal conductivity of conductivity materials [J].
Bhattacharjee, B ;
Krishnamoorthy, S .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2004, 16 (04) :322-330
[7]   Thermal characterization and prediction model of typical soils in Nanjing area of China [J].
Cai, Guojun ;
Zhang, Tao ;
Puppala, Anand J. ;
Liu, Songyu .
ENGINEERING GEOLOGY, 2015, 191 :23-30
[8]   HEAT TRANSFER THROUGH A 3-PHASE POROUS MEDIUM [J].
CHAUDHARY, DR ;
BHANDARI, RC .
JOURNAL OF PHYSICS D-APPLIED PHYSICS, 1968, 1 (06) :815-+
[9]   Coupled Thermohydromechanical Modeling of the Full-Scale In Situ Test "Prototype Repository" [J].
Chen, G. J. ;
Ledesma, A. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (01) :121-132
[10]   Investigation of the thermal-hydro-mechanical (THM) behavior of GMZ bentonite in the China-Mock-up test [J].
Chen, L. ;
Liu, Y. M. ;
Wang, J. ;
Cao, S. F. ;
Xie, J. L. ;
Ma, L. K. ;
Zhao, X. G. ;
Li, Y. W. ;
Liu, J. .
ENGINEERING GEOLOGY, 2014, 172 :57-68