Volume change behaviour of an unsaturated compacted loess under thermo-hydro-mechanical loads

被引:0
|
作者
Cai, Guoqing [1 ,2 ]
Liu, Yi [2 ]
Liu, Zimeng [3 ]
Zhou, Annan [4 ]
Li, Jian [2 ]
Zhao, Chenggang [2 ]
机构
[1] Beijing Jiaotong Univ, Key Lab Urban Underground Engn, Minist Educ, Beijing 100044, Peoples R China
[2] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
[3] Transfigure Design Co Ltd, Changsha 410000, Peoples R China
[4] RMIT Univ, Sch Engn, Discipline Civil & Infrastructure Engn, Melbourne, Vic 3001, Australia
基金
中国国家自然科学基金;
关键词
Loess; Suction; Temperature; Triaxial apparatus; Unsaturated soils; WATER-RETENTION CURVES; TRIAXIAL APPARATUS; CONSTITUTIVE MODEL; CRITICAL-STATE; SOIL; TEMPERATURE; SUCTION; SILT; CELL;
D O I
10.1007/s11440-023-01995-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The volume change behaviour of an unsaturated compacted loess under thermo-hydro-mechanical loads is comprehensively investigated in this experimental research. A new temperature/suction-controlled triaxial apparatus with triple cells was developed. Temperature- and suction-controlled isotropic tests, heating-cooling tests with isotropic net stress and suction control and drying-wetting tests with isotropic net stress and temperature control were conducted on an unsaturated compacted loess from Shaanxi, China. Experimental results show that compressibility indices remain unchanged at various temperatures, but show different variation trends with changes in suction. Both suction hardening and thermal softening were observed. Irreversible volumetric contraction is induced in the compacted loess upon heating-cooling path and becomes more significant at higher isotropic net stresses and higher suctions. Lower over-consolidation ratio prior to heating results in greater irreversible contraction in loess samples. Water-holding capacity of loess samples decreases upon heating, but it is independent of the stress level. The hydraulic hysteresis of samples has no significant change with temperature changes. Slight shrinkage occurs during drying process in loess samples, and collapse can be observed in wetting process. Heating has limited effect on the drying shrinkage of loess samples but induces more distinctive wetting collapse.
引用
收藏
页码:2023 / 2040
页数:18
相关论文
共 50 条
  • [1] Volume change behaviour of an unsaturated compacted loess under thermo-hydro-mechanical loads
    Guoqing Cai
    Yi Liu
    Zimeng Liu
    Annan Zhou
    Jian Li
    Chenggang Zhao
    [J]. Acta Geotechnica, 2024, 19 : 2023 - 2040
  • [2] Thermo-hydro-mechanical behaviour of compacted bentonite
    Tavallali, Abbass
    Tang, Anh-Minh
    Cui, Yu-Jun
    [J]. EXPERIMENTAL UNSATURATED SOIL MECHANICS, 2007, 112 : 259 - +
  • [3] Elastoplastic modeling of volume change behaviour of unsaturated soils under thermo-hydro-mechanical coupling conditions
    Cai Guo-qing
    Guo Yan-xin
    Li Jian
    Zhang Xue-dong
    Zhao Cheng-gang
    [J]. ROCK AND SOIL MECHANICS, 2017, 38 (04) : 1060 - 1068
  • [4] Experimental investigation of thermo-hydro-mechanical behaviour of an unsaturated silt
    Uchaipichat, A.
    Khalili, N.
    [J]. GEOTECHNIQUE, 2009, 59 (04): : 339 - 353
  • [5] Thermo-hydro-mechanical behaviour of energy tunnel in unsaturated soils
    Liu, Jinquan
    Zhou, Chao
    Tang, Anh Minh
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2024, 153
  • [6] Joints in unsaturated rocks:Thermo-hydro-mechanical formulation and constitutive behaviour
    E.E.Alonso
    M.T.Zandarín
    S.Olivella
    [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2013, 5 (03) : 200 - 213
  • [7] Joints in unsaturated rocks: Thermo-hydro-mechanical formulation and constitutive behaviour
    Alonso, E. E.
    Zandarin, M. T.
    Olivella, S.
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2013, 5 (03) : 200 - 213
  • [8] Advances on the knowledge of the thermo-hydro-mechanical behaviour of heavily compacted "FEBEX" bentonite
    Lloret, A.
    Villar, M. V.
    [J]. PHYSICS AND CHEMISTRY OF THE EARTH, 2007, 32 (8-14) : 701 - 715
  • [9] A fully coupled constitutive model for thermo-hydro-mechanical behaviour of unsaturated soils
    Liu, Yi
    Cai, Guoqing
    Zhou, Annan
    Han, Bowen
    Li, Jian
    Zhao, Chengang
    [J]. COMPUTERS AND GEOTECHNICS, 2021, 133
  • [10] MPM formulations for the coupled thermo-hydro-mechanical behaviour of saturated and unsaturated soils
    Zhan, Z. Q.
    Zhou, C.
    Liu, C. Q.
    Du, J. T.
    [J]. COMPUTERS AND GEOTECHNICS, 2024, 170