Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 193-202.doi: 10.16285/j.rsm.2021.1786

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Characterization of Cd-contaminated soil solidified/stabilized by red mud-based binders

LI Li-hua1, 2, FANG Ya-nan1, 2, XIAO Heng-lin1, 2, LI Wen-tao1, 2, CAO Yu1, 2, XU Ke1, 2   

  1. 1. School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan, Hubei 430068, China; 2. Hubei Ecological Road Research and Engineering Center, Hubei University of Technology, Wuhan, Hubei 430068, China
  • Received:2021-10-25 Revised:2021-12-30 Online:2022-06-30 Published:2022-07-13
  • Supported by:
    This work was supported by the Application Foundation Frontier Project of Wuhan (2020020601012278), the Distinguished Talent Fund Project of Hubei University of Technology (XJ2021000501) and the Hubei Innovation Group Project (2020CFA046).

Abstract: Red mud is a solid waste residue from the production of alumina, which is highly alkaline and produced with huge amount. In this study, red mud was used as an alkaline activator combined with fly ash and ground granulated blast-furnace slag (GGBS) to solidify/stabilize cadmium contaminated soil. The unconfined compressive strength, shear characteristics, heavy metal leachability and microstructure of the samples cured for 7, 14 and 28 days were studied. The results show that: Cadmium ions in soil reduce the strength of soil, and the strength of soil increases after the addition of red mud, GGBS and fly ash; the initial concentration of cadmium ions affects the strength of red mud-based solidified soil. When the initial value is higher than the critical concentration value, the soil strength begins to decrease gradually; the increase of cadmium concentration in soil reduces the shear strength and cohesion of soil and increase the friction angle. Compared to red mud-fly ash, red mud-GGBS has higher unconfined compressive strength and lower heavy metal leaching concentration.

Key words: red mud, contaminated soil, solidifying/stabilizing, unconfined compressive strength, shear strength, leaching

CLC Number: 

  • TU411.1
[1] SONG Yu, DING Song, CHEN Kai-bin, JIANG Jia-hui, YANG Cheng-kun, CHEN Yu-jie, ZHANG Jian-wei, ZHENG Jun-jie. Dissolution characterization of zinc-contaminated soils cured by activated magnesium oxide based on carbonation [J]. Rock and Soil Mechanics, 2025, 46(S1): 92-105.
[2] YANG Xuan-yu, WANG Yong, . Experimental study on shear behavior of regular soil-rock interface considering asperity widths [J]. Rock and Soil Mechanics, 2025, 46(S1): 195-204.
[3] LIU Jing, WANG Hao, YANG Xin, SU Jin-chen, ZHANG You-liang, . Field test study on reinforcement of tropical soil slope using microbial induced calcium carbonate precipitation [J]. Rock and Soil Mechanics, 2025, 46(S1): 343-353.
[4] FANG Wei, WU Run-feng, ZHOU Chun-mei, . Rankine passive earth pressure of unsaturated soil using envelope shell model [J]. Rock and Soil Mechanics, 2025, 46(9): 2885-2893.
[5] LAO Guo-feng, YANG Jun-sheng, XIE Yi-peng, TANG Chong, XU Zhi-peng, . A peak shear strength model of continuously graded granular soils based on skeleton structure indices [J]. Rock and Soil Mechanics, 2025, 46(8): 2459-2470.
[6] SHEN Yang, SHEN Jia-yi, LIANG Hui, FAN Ke-wei. Triaxial tests on simulated calcareous sand based on 3D printing technology [J]. Rock and Soil Mechanics, 2025, 46(8): 2353-2362.
[7] LUO Zuo-sen, CAO Xu, DENG Hua-feng, YANG Wang, LI Jian-lin, YANG Chao, . Influence of dynamic normal load on shear mechanical properties of limestone joint surface under different water-bearing states [J]. Rock and Soil Mechanics, 2025, 46(6): 1799-1810.
[8] OUYANG Miao, ZHANG Hong-ri, WANG Gui-yao, DENG Ren-rui, GUO Ou, WANG Lei, GAO You, . Optimization of the ratio of expansive soil improved by biological matrix based on response surface method [J]. Rock and Soil Mechanics, 2025, 46(5): 1368-1378.
[9] CHANG Shi-qi, DONG Xiao-qiang, LIU Xiao-feng, LI Jiang-shan, LIU Xiao-yong, ZHANG Hao-ru, HUANG Yin-hao, . Model experiment and numerical simulation of the instability of a dry red mud storage yard dam caused by water level changes [J]. Rock and Soil Mechanics, 2025, 46(4): 1122-1130.
[10] LIU Xiang-ning, ZHANG Wen-jie, . Leaching characteristics of solidified Cr-contaminated soil under acidic wet-dry cycles [J]. Rock and Soil Mechanics, 2025, 46(4): 1196-1204.
[11] CAO Su-nan, LI Chun-hong, CHEN Yuan-bing, FEI Kang, . Shear characteristics of biomimetic sand-structure interface under cyclic loading conditions [J]. Rock and Soil Mechanics, 2025, 46(3): 821-832.
[12] CUI Wen-wen, DONG Xiao-qiang, LIU Xiao-yong, ZHAO Rui-yang, HE Gao-le, ZHANG Meng, ZHOU Lei, WU Xue-wen, . Hydration kinetics and hydration mechanism of red mud-based cementitious materials [J]. Rock and Soil Mechanics, 2025, 46(3): 867-880.
[13] WU Xue-zhen, XIA Ya-xin, LI Da-yong, YOU Xian-hui, SHAN Ning-kang, XIAO Zhen-ke, CHEN Xiang, . Experiment on shear strength of inner interface of a new type stiffened deep mixed pile [J]. Rock and Soil Mechanics, 2025, 46(2): 467-478.
[14] YU Tian-you, JIANG Guan-lu, RAO Qian-zhu, ZHU Dan, CHEN Hong-yu, LIU Xian-feng, . Damage and deterioration characteristics of red mudstone under water vapor cycles [J]. Rock and Soil Mechanics, 2025, 46(2): 479-491.
[15] CHEN Kang, LIU Xian-feng, JIANG Guan-lu, YUAN Sheng-yang, MA Jie, CHEN Yi-han, . Degradation on mechanical properties of lime-treated red mudstone fill material subjected to wetting-drying cycles [J]. Rock and Soil Mechanics, 2025, 46(1): 43-54.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!