A hysteretic hydraulic constitutive model for unsaturated soils and application to capillary barrier systems

被引:10
|
作者
Scarfone, Riccardo [1 ,2 ]
Wheeler, Simon J. [1 ]
Lloret-Cabot, Marti [3 ]
机构
[1] Univ Glasgow, James Watt Sch Engn, Glasgow City, Scotland
[2] Geotech Consulting Grp LLP, London, England
[3] Univ Durham, Dept Engn, Durham, England
基金
欧盟地平线“2020”;
关键词
Unsaturated soils; Water retention hysteresis; Hydraulic conductivity; Capillary barrier systems; Numerical modelling; WATER-RETENTION; REDISTRIBUTION; CONDUCTIVITY; INFILTRATION; SATURATION; CAPACITY; DRAINAGE; BEHAVIOR; STRESS; DESIGN;
D O I
10.1016/j.gete.2020.100224
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Unsaturated soils exhibit water retention hysteresis, with different water retention behaviour during drying and wetting paths. Water retention hysteresis has often been modelled using expressions for the main drying and main wetting water retention curves that are unsatisfactory at low values of degree of saturation. In addition, the effect of retention hysteresis on the unsaturated hydraulic conductivity behaviour has typically not been explicitly considered. This paper presents a new hysteretic hydraulic constitutive model for the water retention and hydraulic conductivity behaviour of unsaturated soils, which is effective and easy to apply. The model includes: (i) main wetting and main drying water retention curves modelled with a modified version of the van Genuchten model, improved at low degree of saturation; (ii) hysteretic scanning water retention curves modelled using a bounding surface approach; (iii) the effect of hydraulic hysteresis on a soil hydraulic conductivity curve (SHCC) model improved at low degree of saturation and including the effect of liquid film conductivity. The new hysteretic hydraulic model is then validated against experimental data. After implementation in the finite element software Code_Bright, the new hydraulic constitutive model is applied in a numerical study of the impact of hydraulic hysteresis on the behaviour of capillary barrier systems (CBSs). Water retention hysteresis, which has typically been neglected in the modelling of the hydraulic behaviour of CBSs, is shown to have a significant impact on: (i) movement and redistribution of water within the finer layer of a CBS; (ii) the phenomenon of water breakthrough across the interface between the finer and coarser layers of a CBS and the subsequent restoration of the CBS after infiltration at the ground surface ceases; (iii) the prediction of evaporation from a CBS into the atmosphere. (c) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:18
相关论文
共 50 条
  • [31] Thermo-elastoplastic constitutive model for unsaturated soils
    Yonglin Xiong
    Guanlin Ye
    Hehua Zhu
    Sheng Zhang
    Feng Zhang
    [J]. Acta Geotechnica, 2016, 11 : 1287 - 1302
  • [32] A constitutive model for unsaturated soils based on SFG approach
    Liu, Yan
    [J]. ADVANCES IN CIVIL ENGINEERING II, PTS 1-4, 2013, 256-259 : 11 - 14
  • [33] Thermo-elastoplastic constitutive model for unsaturated soils
    Xiong, Yonglin
    Ye, Guanlin
    Zhu, Hehua
    Zhang, Sheng
    Zhang, Feng
    [J]. ACTA GEOTECHNICA, 2016, 11 (06) : 1287 - 1302
  • [34] A constitutive model for unsaturated soils: thermomechanical and computational aspects
    Sheng, D
    Sloan, SW
    Gens, A
    [J]. COMPUTATIONAL MECHANICS, 2004, 33 (06) : 453 - 465
  • [35] A plasticity constitutive model for unsaturated, anisotropic, nonexpansive soils
    Sitarenios, Panagiotis
    Kavvadas, Michael
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2020, 44 (04) : 435 - 454
  • [36] A constitutive model for unsaturated soils based on the modified ISMP
    Kato, S
    [J]. PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS, 1997, : 691 - 694
  • [37] A fractal model to estimate the unsaturated hydraulic conductivity of soils
    Fuentes, C
    Antonino, ACD
    Netto, AM
    Lira, CABD
    Cabral, JJDP
    [J]. REVISTA BRASILEIRA DE CIENCIA DO SOLO, 2005, 29 (01): : 51 - 60
  • [38] Capillary hysteresis internal variable model of unsaturated soils
    Li Huan
    Wang Qinxiang
    Yang Yongxiang
    Zhu Gehe
    Wang Longxin
    Zhang Zhanyin
    [J]. APPLIED MECHANICS AND CIVIL ENGINEERING, 2012, 137 : 215 - +
  • [39] Hydromechanical Constitutive Model for Unsaturated Soils with Different Overconsolidation Ratios
    Li, Wugang
    Yang, Qing
    [J]. INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 18 (02)
  • [40] A Chemical-Mechanical Coupling Constitutive Model of Unsaturated Soils
    Ma, T. T.
    Wei, C. F.
    Yao, C. Q.
    Chen, P.
    [J]. PANAM UNSATURATED SOILS 2017: FUNDAMENTALS, 2018, (301): : 360 - 369