Mechanical Properties and Microscopic Mechanism of Slag-white Mud Solidified Loess

被引:0
|
作者
Xue Z.-J. [1 ]
Luo J. [1 ,2 ]
Yan C.-G. [1 ]
Zhang Y. [1 ]
Zhang Y.-L. [1 ]
Jia X.-L. [3 ]
机构
[1] School of Highway, Chang'an University, Shaanxi, Xi'an
[2] Chengdu Municipal Engineering Design & Research Institute Co. Ltd., Sichuan, Chengdu
[3] Ningxia Communications Construction Group Co. Ltd., Ningxia, Yinchuan
来源
Zhongguo Gonglu Xuebao/China Journal of Highway and Transport | 2024年 / 37卷 / 06期
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
durability; mechanical strength testing; slag-white mud; solidified loess; subgrade engineering;
D O I
10.19721/j.cnki.1001-7372.2024.06.015
中图分类号
学科分类号
摘要
To explore the feasibility of slag-white mud solid waste material for loess subgrade reinforcement and to solve the problems of low strength and high pollution in the production of lime loess, this study prepared a slag-white mud cementing material and used different dosages (0%, 5%, 10%, and 15%) of slag-white mud cementing material to solidify the loess. The unconfined compressive strength and durability of the solidified loess were investigated based on its physical and chemical properties, and the microscopic mechanism was revealed through X-ray diffraction, thermogravimetry/differential thermogravimetry, and scanning electron microscopy. Results show that the higher the proportion of slag in the slag-white mud cementing material, the greater is the strength growth potential. However, when the slag proportion is greater than 70%, the sample cannot be formed. An appropriate increase in the proportion of white mud can improve the pH and early strength. The best slag is that with a white mud ratio of 60:40 under the consideration of cost and strength. Under a no-soaking condition, the unconfincd compressive strength of slag-white mud solidified loess at 28 d is 4. 9 MPa at a 10% dosage, which is 2. 2 times higher than that of lime solidified loess, and the water stability coefficient is 0. 45 times higher than that of the lime solidified loess. The strength and quality of the solidified loess with 10% and 15% dosages change by less than 2% after 14 freeze-thaw cycles. The strength of the solidified loess first increases and then decreases with the number of dry-wet cycles, and the strength of the solidified loess after 12 dry-wet cycles is higher than that after 28 d. Microscopic experiments show that white mud promotes the slag hydration reaction. The main hydration products of slag-white mud cementing materials are CSH-type gels. The cementation of the CSH gel is the main source of strength and durability improvement, where the filling effect plays a secondary role. © 2024 Chang'an University. All rights reserved.
引用
收藏
页码:181 / 192
页数:11
相关论文
共 41 条
  • [11] SUN RY, LI Y J, LIU C T, Et al., Utilization of lime mud from paper mill as CO2 sorbent in calcium looping process, Chemical Engineering Journal, 221, pp. 124-132, (2013)
  • [12] KONG Gang-qiang, JIANG Hong-Hang, CHEN Geng, Et al., Study on new solidifying agent through solid waste and the unconfined compressive strength of its solidified soil [J/OL], Journal of Engineering Geology, pp. 1-15, (2023)
  • [13] CHEN Xm-lei, ZHANG Xue-min, CHEN Jin, Et al., Green construction optimization of ultrasmall clearance tunnel based on carbon emission evaluation [j], China Journal of Highway and Transport, 35, 1, pp. 59-70, (2022)
  • [14] XING Ya-bing, WANG Yi, HU Kai-wei, Effect of superfine slag powder on properties and microstructure of Portland cement [J], Materials Reports, 31, pp. 402-405, (2017)
  • [15] ZHENG Wen-zhong, ZOU Meng-na, WANG Ying, Literature review of alkali-activated cementitious materials [j], Journal of Building Structures, 40, 1, pp. 28-39, (2019)
  • [16] SALIMI M, GHORBANI A., Mechanical and compressibility characteristics of a soft clay stabilized by slag-based mixtures and geopolymers [J], Applied Clay Science, 184, (2020)
  • [17] ALBITAR M, MOHAMED ALI M S, VISINTIN P, Et al., Durability evaluation of geopolymer and conventional concretes [J], Construction and Building Materials, 136, pp. 374-385, (2017)
  • [18] LI Li-hua, LI Xin, LI Wen-tao, Et al., Strength and leaching characteristics of copper contaminated soil solidified with solid waste based materials [j], Nonferrous Metals Engineering, 13, 1, pp. 136-142, (2023)
  • [19] WANG Zhen-jun, SHA Ai-min, Strength experiment and mechanism analysis of loess stabilized with slag powder [J], Highway, 52, 4, pp. 176-180, (2007)
  • [20] JIA L, ZHANG L, GUO J, Et al., Evaluation on strength properties of lime-slag stabilized loess as pavement base material, Sustainability, 11, 15, (2019)