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Volume 36 Issue 1
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Abstract
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LI Jian, ZHAO Cheng-gang. Constitutive model for unsaturated expansive soils under suction cycles[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 132-139. DOI: 10.11779/CJGE201401012
Citation: LI Jian, ZHAO Cheng-gang. Constitutive model for unsaturated expansive soils under suction cycles[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 132-139. DOI: 10.11779/CJGE201401012
shu

Constitutive model for unsaturated expansive soils under suction cycles

  • 1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, China

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  • Received Date: June 27, 2013
  • Published Date: January 20, 2014
    Graphical Abstract
    • Abstract
  • At the particle scale, the theory of thermomechanics is employed to describe the mechanism of mechanical behaviors during suction cycle paths. By means of the analysis, the plastic deformation can be decomposed into two parts, which are attributed to the structural rearrangement and change of stored plastic work, respectively. Moreover, a new constitutive model for unsaturated expansive soils is proposed, which adopts the suction-change yield surface and combines the isotropic-kinematic hardening rule to consider the mechanism of plastic deformation. The predictions are made based on the test results of suction cycles published in public. The comparisons between the measured and predicted results indicate that the proposed model can quantitatively predict the behaviors of unsaturated expansive soils under suction cycles.
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    • References (32)
  • [1]
    缪林昌, 刘松玉. 南阳膨胀土的水分特征和强度特性研究[J]. 水利学报, 2002(7): 87-92. (MIAO Lin-chang, LIU Song-yu. Soil-water characteristics and shear strength of expansive soil[J]. Journal of Hydraulic Engineering, 2002(7): 87-92. (in Chinese))
    [2]
    詹良通, 吴宏伟. 非饱和膨胀土变形和强度特性的三轴试验研究[J]. 岩土工程学报, 2006, 28(2): 196-201. (ZHAN Liang-tong, NG C W W. Experimental study on mechanical behavior of recompacted unsaturated expansive clay[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 196-201. (in Chinese))
    [3]
    CHEN R. Experimental study and constitutive modeling of stress-dependent coupled hydraulic hysteresis and mechanical behaviour of an unsaturated soil[D]. Hong Kong: The Hong Kong University of Science and Technology, 2007.
    [4]
    CHU T Y, MOU C H. Volume change characteristics of expansive soils determined by controlled suction tests[C]// Proceedings of 3rd International Conference on Expansive Soils. Jerusalem: Academic Press, 1973: 177-185.
    [5]
    POUSADA E. Deformabilidad de las arcillas expansivas bajo succión controlada[D]. Madrid: Universidad Politecnica de Madrid, 1982. (POUSADA E. Deformability of expansive clays under controlled suction[D]. Madrid: Technical University of Madrid, 1982. (in Spanish))
    [6]
    DIF A E, BLUMEL W F. Expansive soils under cyclic drying and wetting[J]. Geotechnical Testing Journal, 1991, 14(1): 96-102.
    [7]
    ALONSO E E, LLORET A, GENS A. Experimental behaviour of highly expansive double-structure clay[C] // Proceedings of 1st International Conference on Unsaturated Soils. Rotterdam: Balkema, 1995: 11-16.
    [8]
    AL-HOMOUD A, BASMA A, HUSEIN MALKAWI A, et al. Cyclic swelling behavior of clays[J]. Journal of Geotechnical Engineering, 1995, 121(7): 562-565.
    [9]
    ALONSO E E, ROMERO E, HOFFMANN C, et al. Expansive bentonite-sand mixtures in cyclic controlled suction drying and wetting[J]. Engineering Geology, 2005, 81(3): 213-226.
    [10]
    NOWAMOOZ H, MASROURI F. Shrinkage/swelling of compacted clayey loose and dense soils[J]. Comptes Rendus Mécanique, 2009, 337(11/12): 781-790.
    [11]
    ALONSO E E, GENS A, HIGHT D W. Special problem soils. General report[C]// Proceedings of 9th European Conference on Soil Mechanics and Foundation Engineering. London: Taylor & Francis, 1987: 1087-1146.
    [12]
    ALONSO E E, GENS A, JOSA A. A constitutive model for partially saturated soils[J]. Géotechnique, 1990, 40(3): 405-430.
    [13]
    姚仰平, 牛 雷, 崔文杰, 等. 超固结非饱和土的本构关系[J]. 岩土工程学报, 2011, 33(6): 833-839. (YAO Yang-ping, NIU Lei, CUI Wen-jie, et al. UH model for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6): 833-839. (in Chinese))
    [14]
    刘 艳, 赵成刚, 蔡国庆, 等. 考虑气相压力变化和偏应力影响的非饱和土本构模型[J]. 岩土工程学报, 2011, 33(5): 754-761. (LIU Yan, ZHAO Cheng-gang, CAI Guo-qing, et al. New model for unsaturated soils considering variation of gas pressure and shear stress[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(5): 754-761. (in Chinese))
    [15]
    GENS A, ALONSO E E. A framework for the behaviour of unsaturated expansive clays[J]. Canadian Geotechnical Journal, 1992, 29(6): 1013-1032.
    [16]
    ALONSO E E, VAUNAT J, GENS A. Modelling the mechanical behaviour of expansive clays[J]. Engineering Geology, 1999, 54(1/2): 173-183.
    [17]
    卢再华, 王权民, 陈正汉. 非饱和膨胀土本构模型的试验研究及分析[J]. 地下空间, 2001, 21(5): 379-385. (LU Zai-hua, WANG Quan-min, CHEN Zheng-han. Research on the Constitutive Model of Unsaturated Expansive Soil[J]. Underground Space, 2001, 21(5): 379-385. (in Chinese))
    [18]
    曹雪山. 非饱和膨胀土的弹塑性本构模型研究[J]. 岩土工程学报, 2005, 27(7): 832-836. (CAO Xue-shan. Elastoplastic constitutive model of unsaturated expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 832-836. (in Chinese))
    [19]
    SÁNCHEZ M, GENS A, GUIMARÃES L DO N, et al. A double structure generalized plasticity model for expansive materials[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2005, 29(8): 751-787.
    [20]
    李 舰, 赵成刚, 黄启迪. 膨胀性非饱和土的双尺度毛细-弹塑性变形耦合模型[J]. 岩土工程学报, 2012, 34(11): 2127-2133. (LI Jian, ZHAO Cheng-gang, HUANG Qi-di. Constitutive modeling with double-scale pore structure for coupling of capillary hysteresis and stress-strain behaviours in unsaturated expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2127-2133. (in Chinese))
    [21]
    卢再华, 陈正汉. 非饱和原状膨胀土的弹塑性损伤本构模型研究[J]. 岩土工程学报, 2003, 25(4): 422-426. (LU Zai-hua, CHEN Zheng-han. An elastoplastic damage constitutive model of unsaturated undisturbed expansive soil[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 422-426. (in Chinese))
    [22]
    SHENG D, SLOAN S W, GENS A. A constitutive model for unsaturated soils: thermomechanical and computational aspects[J]. Computational Mechanics, 2004, 33(6): 453-465.
    [23]
    孙德安, 孙文静, 孟德林. 膨胀性非饱和土水力和力学性质的弹塑性模拟[J]. 岩土工程学报, 2010, 32(10): 1505-1512. (SUN De-an, SUN Wen-jing, MENG De-lin. Elastoplastic modelling of hydraulic and mechanical behaviour of unsaturated expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(10): 1505-1512. (in Chinese))
    [24]
    COLLINS I F. The concept of stored plastic work or frozen elastic energy in soil mechanics[J]. Géotechnique, 2005, 55(5): 373-382.
    [25]
    ROMERO E, VAUNAT J. Retention curves of deformable clays[C]// Experimental Evidence and Theoretical Approaches in Unsaturated Soils. Rotterdam: AA Balkema, 2000: 91-106.
    [26]
    ROMERO E, DELLA VECCHIA G, JOMMI C. An insight into the water retention properties of compacted clayey soils[J]. Géotechnique, 2011, 61(4): 313-328.
    [27]
    GENS A. Soil-environment interactions in geotechnical engineering[J]. Géotechnique, 2010, 60(1): 3-74.
    [28]
    盛岱超, 杨 超. 关于非饱和土本构研究的几个基本规律的探讨[J]. 岩土工程学报, 2012, 34(3): 438-456. (SHENG Dai-chao, YANG Chao. Discussion of fundamental principles in unsaturated soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 438-456. (in Chinese))
    [29]
    赵成刚, 李 舰, 刘 艳, 等. 非饱和土力学中几个基本问题的探讨[J]. 岩土力学, 2013, 34(7): 1825-1831. (ZHAO Cheng-gang, LI Jian, LIU Yan, et al. Discussion on some fundamental problems in unsaturated soils[J]. Rock and Soil Mechanics, 2013, 34(7): 1825-1831. (in Chinese))
    [30]
    ALONSO E E, ROMERO E, HOFFMANN C. Hydromechanical behaviour of compacted granular expansive mixtures: experimental and constitutive study[J]. Géotechnique, 2011, 61(4): 329-344.
    [31]
    NOWAMOOZ H, MASROURI F. Density-dependent hydromechanical behaviour of a compacted expansive soil[J]. Engineering Geology, 2009, 106(3/4): 105-115.
    [32]
    NOWAMOOZ H, MRAD M, ABDALLAH A, et al. Experimental and numerical studies of the hydromechanical behaviour of a natural unsaturated swelling soil[J]. Canadian Geotechnical Journal, 2009, 46(4): 393-410.
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