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Volume 40 Issue 6
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ZHANG Sheng, LIU Xue-qing, XU Shuo, XIONG Yong-lin, ZHANG Feng. Mechanical characteristics of saturated soils under thermo-cyclic loads[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(6): 994-1001. DOI: 10.11779/CJGE201806004
Citation: ZHANG Sheng, LIU Xue-qing, XU Shuo, XIONG Yong-lin, ZHANG Feng. Mechanical characteristics of saturated soils under thermo-cyclic loads[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(6): 994-1001. DOI: 10.11779/CJGE201806004
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Mechanical characteristics of saturated soils under thermo-cyclic loads

  • 1. School of Civil Engineering, Central South University, Changsha 410072, China;
    2. National Engineering Laboratory for High-Speed-Railway Construction, Central South University, Changsha 410072, China;
    3. Guangzhou Power Supply Co., Ltd., Guangzhou 510620, China;
    4. Faculty of Architectural, Civil Engineering And Environment, Ningbo University, Ningbo 315211, China;
    5. Department of Civil Engineering, Nagoya Institute of Technology, Nagoya 4668555, Japan

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  • Received Date: March 22, 2017
  • Published Date: June 24, 2018
    Graphical Abstract
    • Abstract
  • The impact of temperature on the large deformation of nuclear waste disposal, geothermal extraction and storage under cyclic load is should be considered. In the framework of super-subloading surface, the concept of equivalent stress is introduced to establish a constitutive model. The model can represent the mechanical characteristics of saturated clay affected by thermo-cyclic loads. Based on the experimental data, the model is validated. The results show that the constitutive model can be used to calculate the experimental data. It can describe the alternating mobility of saturated soils at different temperatures by controlling the parameters of the model, and it is revealed that the increase of temperature is the inherent resistance to deformation mechanism. The model is of reference significance for the mechanical properties of saturated sand under temperature and cyclic loads.
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    • References (19)
  • [1]
    康健, 赵明鹏, 赵阳升, 等. 随机介质固热耦合模型与高温岩体地热开发人工储留层二次破裂数值模拟[J]. 岩石力学与工程学报, 2005, 24(6): 969-974.
    (KANG jian, ZHAO Ming-peng, ZHAO Yang-sheng, et al. Random non- homogeneous solid-heat coupled model and numerical simulations of second fracturing for man-made-reserve stratum in HDR[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(6): 969-974. (in Chinese))
    [2]
    RADHAKRISHNA H S, CHAN H T, CRAWFORD A M, et al.Thermal and physical properties of candidate buffer-backfill materials[J]. Canadian Geotechnical Journal, 1989, 26(26): 629-639.
    [3]
    白冰, 陈星欣. 一种用于饱和土的热固结试验装置及其应用[J]. 岩土工程学报, 2011, 33(6): 896-900.
    (BAI Bing, CHEN Xing-xin.Test apparatus for thermal consolidation of saturated soils and its application[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6): 896-900. (in Chinese))
    [4]
    YAO Y P, YANG Y F, LEI N.UH model considering temperature effects[J]. Science China Technological Sciences, 2011, 54(1): 190-202.
    [5]
    YAO Y P, HOU W, ZHOU A N.UH model: three-dimensional unified hardening model for overconsolidated clays[J]. Géotechnique, 2009, 59(5): 451-469.
    [6]
    YAO Y P, GAO Z W, ZHAO J D, et al.Modified UH model: constitutive modeling of overconsolidated clays based on a parabolic Hvorslev envelope[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(7): 860-868.
    [7]
    CAMPANELLA R G, MITCHELL J K.Influence of temperature variation on soil behavior[J]. Journal of the Soil Mechanics & Foundations Division, 1968, 94: 609-734.
    [8]
    CEKEREVAC C, LALOUI L.Experimental analysis of the cyclic behaviour of Kaolin at high temperature[J]. Géotechnique, 2015, 60(8): 651-655.
    [9]
    LALOUI L, CEKEREVAC C.Non-isothermal plasticity model for cyclic behaviour of soils[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 2008, 32(5): 437-460.
    [10]
    LAGUROS J G.Effect of temperature on some engineering properties of clay soils[J]. Highway Research Board Special Report, 1969: 186-193.
    [11]
    ZHANG S, LENG W, ZHANG F, et al.A simple thermo-elastoplastic model for geomaterials[J]. International Journal of Plasticity, 2012, 34(34): 93-113.
    [12]
    ZHANG S, ZHANG F.A thermo-elasto-viscoplastic model for soft sedimentary rock[J]. Soils and Foundations, 2009, 49(4): 583-595.
    [13]
    YANG Z, ELGAMAL A.Multi-surface cyclic plasticity sand model with lode angle effect[J]. Geotechnical and Geological Engineering, 2008, 26(3): 335-348.
    [14]
    ELGAMAL A, YANG Z, PARRA E, et al.Modeling of cyclic mobility in saturated cohesionless soils[J]. International Journal of Plasticity, 2003, 19(6): 883-905.
    [15]
    张建民. 砂土动力学若干基本理论探究[J]. 岩土工程学报, 2012, 34(1): 1-50.
    (ZHANG Jian-min.New advances in basic theories of sand dynamics[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 1-50. (in Chinese))
    [16]
    张建民, 罗刚. 考虑可逆与不可逆剪胀的粗粒土动本构模型[J]. 岩土工程学报, 2005, 27(2): 178-184.
    (ZHANG Jian-min, LUO Gang.A new cyclic constitutive model for granular soil considering reversible and irreversible dilatancy[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(2): 178-184. (in Chinese))
    [17]
    ASAOKA A, NODA T, YAMADA E, et al.An elasto-plastic description of two distinct volume change mechanisms of soils[J]. Soils and Foundations, 2002, 42(5): 47-57.
    [18]
    姚仰平, 万征, 秦振华. 动力UH模型及其有限元应用[J]. 力学学报, 2012, 44(1): 132-139.
    (YAO Yang-ping, WAN Zheng, QIN Zhen-hua.Dynamic UH model for sands and its application in FEM[J]. Chinese Journal of Theoretical and Applied Mechanics, 2012, 44(1): 132-139. (in Chinese))
    [19]
    ZHANG F, YE B, NODA T, et al.Explanation of cyclic mobility of soils: approach by stress-induced anisotropy[J]. Soils and Foundations, 2007, 47(4): 635-648.
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