Experimental study on water transfer mechanism of quicklime modified centrifugal dewatering clay

被引:5
|
作者
Li, Bingzhi [1 ]
Min, Fanlu [1 ,2 ]
Zhang, Nan [3 ]
Ma, Jiawei [1 ]
Li, Zhen [1 ]
Yao, Zhanhu [4 ]
Zhang, Lei [4 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210024, Peoples R China
[2] Hohai Univ, Key Lab Geomech & Embankment Engn, Minist Educ, Nanjing 210024, Peoples R China
[3] Jiangsu Univ Sci & Technol, Jiangsu Prov Engn Res Ctr Geoenvironm Disaster Pre, Sch Architecture & Civil Engn, Zhenjiang 212100, Peoples R China
[4] CCCC Tunnel Engn Co Ltd, Beijing 100102, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
Waste clay; Quicklime modification; Water transfer mechanism; Quantitative analysis; BEHAVIOR; LIME; SOLIDIFICATION; STABILIZATION; CEMENT; TBM;
D O I
10.1016/j.conbuildmat.2023.133492
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigates the water transfer mechanism of quicklime modified centrifugal dewatering clay. A small-scale centrifuge device was used to investigate the change of bound water content in modified clay under different laboratory test conditions including quicklime content and curing age, and analyze the water transfer mechanism in the process of quicklime treatment, and its impact on clay properties. The results show that the content of pore water decreased by 6.2% similar to 16.9%, the content of bound water increased by 4.2% similar to 12.9%, and the content of hydration water increased by 6.1% similar to 14.1% due to hydration reaction caused by the quicklime. The increase of quicklime content facilitates the conversion of free water into bound water and hydration water in a relatively short time. The pozzolanic reaction occurs on the surface of the clay particles to absorb free water and convert it into bound water, while part of Ca (OH)(2) crystals generated by hydration reaction adhere to the surface of clay particles, grow into needle-shape and fibrous structures, and absorb free pore water and convert it into hydration water. For field applications, the mixing percentage of quicklime is recommended to be below 9% by dry weight. From the cost perspective, 7-day curing age is recommended in the field. The essence of quicklime modification is to transform the free water with relatively low pF potential energy into the bound water and hydration water with relatively high pF potential energy. A schematic diagram of water transfer mechanism was also proposed in this study for quicklime modified clay and validated using the aforementioned experimental data.
引用
收藏
页数:10
相关论文
共 50 条
  • [1] Experimental study on municipal sludge dewatering capacity by using quicklime and slag
    Xue Qiang
    Chen Yi-jun
    DESALINATION AND WATER TREATMENT, 2015, 54 (06) : 1499 - 1506
  • [2] Experimental study on solidification of bauxite tailing clay with quicklime and microorganism
    Ou X.-D.
    Mo P.
    Jiang J.
    Su J.
    Peng Y.-S.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2020, 42 (04): : 624 - 631
  • [3] Experimental Study on Dewatering Dredged Clay with Ventilating Vacuum Method
    Ji, Feng
    Ding, Jianwen
    Hong, Zhenshun
    Gui, Yue
    ADVANCES IN BUILDING MATERIALS, PTS 1-3, 2011, 261-263 : 1650 - +
  • [4] Oily cold rolling mill sludge conditioned by quicklime to improve dewatering performance: optimization and mechanism study
    Tang, Qingyu
    Xing, Jinxin
    Fan, Xiaohui
    Sun, Zengqing
    Gan, Min
    Ji, Zhiyun
    Huang, Xiaoxian
    ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2023, 30 (39) : 91125 - 91139
  • [5] Oily cold rolling mill sludge conditioned by quicklime to improve dewatering performance: optimization and mechanism study
    Qingyu Tang
    Jinxin Xing
    Xiaohui Fan
    Zengqing Sun
    Min Gan
    Zhiyun Ji
    Xiaoxian Huang
    Environmental Science and Pollution Research, 2023, 30 : 91125 - 91139
  • [6] Experimental and Theoretical Study on Vacuum Dewatering of Waste Shield Clay Slurry
    Gao, Xinjun
    Wang, Lei
    Wang, Huijie
    Liu, Zhongyu
    Su, Qinghui
    Tongji Daxue Xuebao/Journal of Tongji University, 2024, 52 (09): : 1409 - 1417
  • [7] Experimental study of the working property and strength behavior of waste marine clay with high water content modified with quicklime, ground calcium carbonate, and a WXS-II soil stabilizer
    Wu, Yuepeng
    Wang, Xiushan
    Kim, Sunghyok
    Wang, Zihao
    Liu, Tianyun
    Liu, Yu
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 360
  • [8] Experimental Study on the Improvement of High Water Content Dredged Material by Cement and by Quicklime
    Huang, Yinghao
    Dong, Chan
    Zhan, Xiaolei
    Guan, Yunfei
    SELECTED PROCEEDINGS OF THE EIGHTH INTERNATIONAL CONFERENCE ON WASTE MANAGEMENT AND TECHNOLOGY, 2014, 878 : 714 - +
  • [9] Impact of Clay Minerals on the Dewatering of Coal Slurry: An Experimental and Molecular-Simulation Study
    Ma, Xiaomin
    Fan, Yuping
    Dong, Xianshu
    Chen, Ruxia
    Li, Hongliang
    Sun, Dong
    Yao, Suling
    MINERALS, 2018, 8 (09):
  • [10] Experimental study of dispersive clay modified by calcium lignosulfonate
    Ji Sheng-ge
    Wang Bao-zhong
    Yang Xiu-juan
    Fan Heng-hui
    ROCK AND SOIL MECHANICS, 2021, 42 (09) : 2405 - 2415