Effects of specimen preparation method on the volume change of clay under cyclic thermal loads

被引:41
|
作者
Ng, C. W. W. [1 ]
Mu, Q. Y. [2 ,3 ]
Zhou, C. [1 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Clear Water Bay, Hong Kong, Peoples R China
[2] Xi An Jiao Tong Univ, Dept Civil Engn, Xian, Shaanxi, Peoples R China
[3] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
来源
GEOTECHNIQUE | 2019年 / 69卷 / 02期
基金
美国国家科学基金会;
关键词
laboratory tests; strain; temperature effects; STRENGTH;
D O I
10.1680/jgeot.16.P.293
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Previous investigations of the volume change of soil with different fabric patterns have been mostly carried out at a constant temperature. To investigate the influence of the specimen preparation method on the volume change of saturated clay under cyclic thermal loads, reconstituted, intact and recompacted specimens were tested. Thermal axial strains of these specimens in a normally consolidated state were measured using a temperature-controlled invar oedometer apparatus. The soil fabric of each specimen was evaluated using a scanning electron microscope (SEM) and a mercury intrusion porosimeter (MIP). All specimens showed continuous contraction as the number of thermal cycles increased, albeit at a decreasing rate. After five heating and cooling cycles with temperatures ranging from 15 to 70 degrees C, the accumulated plastic axial strain of the reconstituted specimen was 38% and 68% larger than those of the intact and recompacted specimens, respectively. The SEM visualisations and MIP measurements demonstrate that these observed differences can likely be attributed to different distributions of clay particles in the soil specimens (with a 28% clay content). In the intact and recompacted specimens, most of the clay particles formed silt-size aggregates. In the reconstituted specimen, the clay particles filled the spaces between silt particles and the soil fabric was homogeneous overall.
引用
收藏
页码:146 / 150
页数:5
相关论文
共 50 条
  • [1] Cyclic heating effects on thermal volume change of silt
    Vega, Alexander
    McCartney, John S.
    ENVIRONMENTAL GEOTECHNICS, 2015, 2 (05): : 257 - 268
  • [2] Volume change behaviour of a saturated lateritic clay under thermal cycles
    Ng, Charles Wang Wai
    Akinniyi, Damilola Bashir
    Zhou, Chao
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (01) : 653 - 661
  • [3] Volume change behaviour of a saturated lateritic clay under thermal cycles
    Charles Wang Wai Ng
    Damilola Bashir Akinniyi
    Chao Zhou
    Bulletin of Engineering Geology and the Environment, 2021, 80 : 653 - 661
  • [4] Volume change effects on solute transport in clay under consolidation
    Alshawabkeh, AN
    Rahbar, N
    Sheahan, TC
    Tang, GP
    GEO JORDAN 2004: ADVANCES IN GEOTECHNICAL ENGINEERING WITH EMPHASIS ON DAMS, HIGHWAY MATERIALS, AND SOIL IMPROVEMENT, 2004, (01): : 105 - 115
  • [5] A method analyzing deformation of anchor foundations in soft clay under static and cyclic loads
    Wang, Jianhua
    Li, Shuzhao
    Feng, Tingting
    APPLIED OCEAN RESEARCH, 2019, 84 : 133 - 144
  • [6] Effects of Specimen Geometry on Stress Distribution in Sandwich Specimen Under Combined Loads
    Park, Su-Kyeong
    Hong, Sung-Tae
    TRANSACTIONS OF THE KOREAN SOCIETY OF MECHANICAL ENGINEERS A, 2010, 34 (11) : 1587 - 1592
  • [7] Assessment of Thermal Management Using a Phase-Change Material Heat Sink under Cyclic Thermal Loads
    Ye, Fangping
    Dong, Yufan
    Opolot, Michael
    Zhao, Luoguang
    Zhao, Chunrong
    ENERGIES, 2024, 17 (19)
  • [8] An energy method for deformation behavior of soft clay under cyclic loads based on dynamic response analysis
    Deng, Qing-Lu
    Ren, Xing -Wei
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2017, 94 : 75 - 82
  • [9] A new double-cell system for measuring volume change of a soil specimen under monotonic or cyclic loading
    Wen-Bo Chen
    Jian-Hua Yin
    Wei-Qiang Feng
    Acta Geotechnica, 2019, 14 : 71 - 81
  • [10] A new double-cell system for measuring volume change of a soil specimen under monotonic or cyclic loading
    Chen, Wen-Bo
    Yin, Jian-Hua
    Feng, Wei-Qiang
    ACTA GEOTECHNICA, 2019, 14 (01) : 71 - 81