Mechanical Properties and Microstructure of Lime-Treated Red Clay

被引:0
|
作者
Lijie Chen
Xuejun Chen
He Wang
Xiang Huang
Yu Song
机构
[1] Guilin University of Technology,College of Civil and Architecture Engineering
[2] Army Engineering University,State Key Laboratory for Disaster Prevention & Mitigation of Explosion & Impact
来源
关键词
Lime; Red clay; Microstructure; Mechanics; Calcium oxide;
D O I
暂无
中图分类号
学科分类号
摘要
This research conducted a triaxial test on lime-treated clay with different contents to analyze the effect of mechanical properties. Scanning electron microscope (SEM) and low-field nuclear magnetic resonance (NMR) analysis were used to analyze the effect. X-ray diffraction (XRD) was used to analyze the chemical changes of calcium oxide on red clay. The results show that with the increase of calcium oxide content, the strength increases, and it can be increased by 282% at 200 kPa confining pressure. The calcium oxide in the red clay reacted with the water in the soil to form calcium hydroxide. The alkaline environment will erode the edge of the soil particles and cause pores to become larger. SEM observed that the addition of calcium oxide caused the agglomeration of soil particles and changed the pore structure of red clay. Low-field NMR showed that calcium oxide had a significant effect on the pore structure of red clay. Calcium oxide increased the total pore volume of the soil sample. Calcium oxide had a substantial influence on the three pore distribution ranges, I (1.1–11 µm), II (15–137 µm), and III (137–512 µm). The porosity fitted with shear strength, it negatively correlated with I and III, and positively correlated with II.
引用
收藏
页码:70 / 77
页数:7
相关论文
共 50 条
  • [1] Mechanical Properties and Microstructure of Lime-Treated Red Clay
    Chen, Lijie
    Chen, Xuejun
    Wang, He
    Huang, Xiang
    Song, Yu
    [J]. KSCE JOURNAL OF CIVIL ENGINEERING, 2021, 25 (01) : 70 - 77
  • [2] Mechanical properties and behaviour of a partially saturated lime-treated, high plasticity clay
    Zhang, Xiwei
    Mavroulidou, Maria
    Gunn, M. J.
    [J]. ENGINEERING GEOLOGY, 2015, 193 : 320 - 336
  • [3] Physicochemical and Mechanical Properties of Lime-Treated Loess
    Zhang F.
    Pei X.
    Yan X.
    [J]. Geotechnical and Geological Engineering, 2018, 36 (1) : 685 - 696
  • [4] Mechanical properties of lime-treated clay reinforced with different types of randomly distributed fibers
    Boz, Asli
    Sezer, Alper
    Ozdemir, Tuba
    Hizal, Gul Ece
    Dolmaci, Ozlem Azdeniz
    [J]. ARABIAN JOURNAL OF GEOSCIENCES, 2018, 11 (06)
  • [5] Mechanical properties of lime-treated clay reinforced with different types of randomly distributed fibers
    Aslı Boz
    Alper Sezer
    Tuba Özdemir
    Gül Ece Hızal
    Özlem Azdeniz Dolmacı
    [J]. Arabian Journal of Geosciences, 2018, 11
  • [6] Comparative laboratory study of lime-treated expansive soil and red clay
    Sun Zhi-liang
    Guo Ai-guo
    Tai Jun
    [J]. ROCK AND SOIL MECHANICS, 2013, 34 : 150 - 155
  • [7] Microstructure and geotechnical properties of lime-treated expansive clayey soil
    Al-Mukhtar, Muzahim
    Khattab, Suhail
    Alcover, Jean-Francois
    [J]. ENGINEERING GEOLOGY, 2012, 139 : 17 - 27
  • [8] Analysis on microstructure and water retention properties of lime-treated soil
    Wang, Y. J.
    Cui, Y. J.
    Tang, A. M.
    Tang, C. S.
    Benahmed, N.
    [J]. UNSATURATED SOIL MECHANICS-FROM THEORY TO PRACTICE, 2016, : 129 - 132
  • [9] Microstructure and shear strength evolution of a lime-treated clay for use in road construction
    Rosone, Marco
    Celauro, Clara
    Ferrari, Alessio
    [J]. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2020, 21 (09) : 1147 - 1158
  • [10] Zinc adsorption by lime-treated montmorillonite clay
    Tsai, TD
    Vesilind, PA
    [J]. JOURNAL OF ENVIRONMENTAL SCIENCE AND HEALTH PART A-TOXIC/HAZARDOUS SUBSTANCES & ENVIRONMENTAL ENGINEERING, 1999, 34 (01): : 103 - 124