Study of the disintegration of loess modified with fly ash and Roadyes

被引:3
|
作者
Li, Hongru [1 ,2 ]
Yang, Min [1 ,2 ]
Guo, Xiaohan [1 ,2 ]
机构
[1] Xian Univ Technol, Inst Geotech Engn, 5,Jinhua South Rd, Xian, Shaanxi, Peoples R China
[2] Loess Soil Mech & Engn Key Lab Shaanxi Prov, Xian, Peoples R China
关键词
D O I
10.1038/s41598-023-33434-2
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The disintegration property of loess is the wetting and subsequent disintegration of loess in water, which is generally an important index for resistance to erosion and disintegration of wet loess slopes and foundations. In this study, a disintegration instrument is developed in this laboratory and used to study the disintegration properties of fly ash-modified loess in foundations and Roadyes-modified loess in subgrades. Disintegration tests are used to compare samples of loess modified with different amounts of fly ash and Roadyes, different water contents and different dry densities; the influence of fly ash and Roadyes content on the disintegration of modified loess is analyzed. The differences in disintegration properties between the pure loess and modified loess are compared to explore the evolution of disintegration properties of modified loess and the optimal incorporation levels of fly ash and Roadyes. The experimental results show that the incorporation of fly ash reduces the disintegration of loess, while the incorporation of Roadyes likewise decreases the disintegration of loess. The disintegration of the loess modified with the two curing agents is better than that of the pure loess and loess mixed with a single curing agent; the optimal incorporation levels are 15% fly ash and 0.5 & PTSTHOUSND; Roadyes. Comparing the evolution of the disintegration curves of samples of loess with different modifications shows is a linear relationship between time and amount of disintegration for pure loess and Roadyes-modified loess. Thus, a linear disintegration model is established in which the parameter P is the disintegration rate. According to the exponential relationship between time and amount of disintegration of fly ash-modified loess and loess modified with both fly ash and Roadyes, an exponential disintegration model is established in which the water stability parameter Q affects the strong and weak disintegration of the modified loess. The relationship between the water stability of the loess (modified with added fly ash and Roadyes) in water and the initial water content and dry density is analyzed. The water stability of the loess first increases and then decreases with increasing initial water content and gradually increases with increasing dry density. When the sample density is the maximum dry density, the sample has the best water stability. These research results provide a basis for the application of loess modified with added fly ash and Roadyes.
引用
收藏
页数:12
相关论文
共 50 条
  • [1] Study of the disintegration of loess modified with fly ash and Roadyes
    Hongru Li
    Min Yang
    Xiaohan Guo
    [J]. Scientific Reports, 13
  • [2] Strength Tests and Numerical Simulations of Loess Modified by Desulfurization Ash and Fly Ash
    Cheng, Zhi
    Cheng, Xinrong
    Xie, Yuchao
    Ma, Zhe
    Liu, Yuhao
    [J]. MATERIALS, 2022, 15 (02)
  • [3] Research for Dynamic Modulus and Damping Ratio of Fly Ash Modified Loess
    Wang, Jun
    Wang, Qian
    Zhong, Xiumei
    Wang, Nai
    Wang, Ping
    Chai, Shaofeng
    [J]. CONSTRUCTION AND URBAN PLANNING, PTS 1-4, 2013, 671-674 : 94 - +
  • [4] Dynamic Nonlinear and Residual Deformation Behaviors of the Fly Ash-Modified Loess
    Wang, Qian
    Wang, Jun
    Zhong, Xiumei
    Ma, Haiping
    Xu, Xiaowei
    [J]. SHOCK AND VIBRATION, 2021, 2021 (2021)
  • [5] Dynamic behaviour and constitutive relationship of saturated fly ash-modified loess
    Wang, Qian
    Wang, Lanmin
    Zhong, Xiumei
    Guo, Peng
    Wang, Jun
    Ma, Haiping
    Gao, Zhongnan
    Wang, Huijuan
    [J]. EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2021, 25 (07) : 1302 - 1317
  • [6] Effect of adding amount of fly ash on dynamic constitutive relationship of modified loess
    Wang, Jun
    Wang, Qian
    Wang, Ping
    Zhong, Xiu-Mei
    Chai, Shao-Feng
    [J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35 (SUPPL.1): : 156 - 160
  • [7] Study on the Effect of Fly Ash to Modified Bitumen
    Yang Guangjun
    Luo Xu
    [J]. ARCHITECTURE AND URBAN DEVELOPMENT, 2012, 598 : 332 - 335
  • [8] Feasibility Study of Loess Stabilization with Fly Ash-Based Geopolymer
    Liu, Zhen
    Cai, C. S.
    Liu, Fengyin
    Fan, Fenghong
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2016, 28 (05)
  • [9] Disintegration of excess sludge enhanced by a combined treatment of gamma irradiation and modified coal fly ash
    Xiang, Yulin
    Wang, Lipeng
    Jiao, Yurong
    [J]. RADIATION PHYSICS AND CHEMISTRY, 2016, 120 : 49 - 55
  • [10] Study on mercury adsorption performance of modified fly ash
    Zhu, Tingyu
    Kuang, Junyan
    Xu, Wenqing
    Ye, Meng
    Guo, Yangyang
    Liu, Wen
    [J]. MATERIALS FOR ENVIRONMENTAL PROTECTION AND ENERGY APPLICATION, PTS 1 AND 2, 2012, 343-344 : 246 - +