Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (10): 2841-2851.doi: 10.16285/j.rsm.2021.1827

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Soil-water characteristic and microscopic mechanism of arsenic and cadmium composite heavy metal contaminated soil

LIU Jin-du1, 2, 3, FENG Chen1, 2, 3, LI Jiang-shan1, 2, WANG Kai-kai1   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. Hubei Province Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3. University of Chinese Academy of Sciences, Beijing 100049, China
  • Received:2021-12-06 Revised:2022-06-16 Online:2022-10-19 Published:2022-10-18
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42177163, 42107185, 51979267).

Abstract: The soil-water characteristic and microscopic mechanism of heavy metals arsenic, cadmium and their composite contaminated soils were studied in this paper. The evolution law of soil-water characteristic curves of contaminated soils was investigated by using centrifuge method, and the microscopic characteristics of contaminated soils was determined by using Zeta potential, NMR and SEM tests. The experimental results show that there is a link between microscopic characteristics and macroscopic soil-water characteristics of the contaminated soils, that is to say the thinner the thickness of the diffused double layer of soil particles, the weaker the water holding capacity of soil, the lower the absolute value of Zeta potential, the larger pores corresponding to large agglomerates, the smaller the air entry value of matrix suction, otherwise the opposite. The type and concentration of heavy metals affect the soil-heavy metal interaction, leading to changes in microscopic characteristics and soil-water characteristics of contaminated soils. When the concentration of arsenic in contaminated soils increases, the dominant reaction changes from electrostatic adsorption of sodium ion to specific adsorption of arsenate, leading to the thickness of the diffused double layer first decrease and then increase. When the concentration of cadmium in contaminated soil increases, the dominant effect changes from crystal precipitation of cadmium carbonate to electrostatic adsorption of cadmium ion, both of which compress the double electric layer but the former is more significant. The dominant role in the composite contaminated soil is the electrostatic effect of cadmium ions and the specialized adsorption of arsenate ions, which have an opposite effect on the thickness of the diffused double layer.

Key words: composite contaminated soil, soil-water characteristic curve, microscopic characteristics, diffused double layer, soil-heavy metal interaction

CLC Number: 

  • X 53
[1] ZHANG Gao-xiang, LIU Yan, LIU Zhi-qiang, . Dynamic effect test and model study of soil-water characteristic curve [J]. Rock and Soil Mechanics, 2025, 46(1): 178-186.
[2] ZHOU Feng-xi, ZHAO Wen-cang. Estimating unfrozen water content in unsaturated frozen soils based on soil water characteristic curve [J]. Rock and Soil Mechanics, 2024, 45(9): 2719-2727.
[3] YE Yun-xue, YI Bo-wen, LIU Xiao-wen, WU Jun-hua, HONG Ben-gen, . Influence of water change path and volume change in soil on soil-water characteristic curve measured by filter paper method under drying path [J]. Rock and Soil Mechanics, 2024, 45(8): 2351-2361.
[4] ZHANG Si-qi, PEI Hua-fu, TAN Dao-yuan, ZHU Hong-hu, . Experimental study on the variation pattern of pore size distributions for unsaturated clay with single or double pore structure [J]. Rock and Soil Mechanics, 2024, 45(2): 353-363.
[5] CHENG Guang, FAN Wen, YU Ning-yu, JIANG Cheng-cheng, TAO Yi-quan, . Correlation between soil-water characteristics and microstructure of soil-rock mixture [J]. Rock and Soil Mechanics, 2023, 44(S1): 365-374.
[6] ZHANG Jun-ran, SONG Chen-yu, JIANG Tong, WANG Li-jin, ZHAO Jin-di, XIONG Tan-qing, . Hydromechanical characteristics and microstructure of unsaturated loess under high suction [J]. Rock and Soil Mechanics, 2023, 44(8): 2229-2237.
[7] WEN Shao-jie, CHENG Wen-chieh, HU Wen-le, . Effects of lead contamination on macro-water retention and micro-structural evolution of loess [J]. Rock and Soil Mechanics, 2023, 44(2): 451-460.
[8] CHEN Yong, SU Jian, CAO Ling, WANG li, WANG Shi-mei, . Evolution law of the soil-water characteristic curve based on data mining method [J]. Rock and Soil Mechanics, 2022, 43(S2): 23-34.
[9] FENG Chen, LI Jiang-shan, LIU Jin-du, XUE Qiang, . Experimental study on the compaction characteristics and microstructure of arsenic and cadmium co-contaminated soil [J]. Rock and Soil Mechanics, 2022, 43(S2): 171-182.
[10] PAN Zhen-hui, XIAO Tao, LI Ping, . Influences of compaction degree and molding water content on microstructure and hydraulic characteristics of compacted loess [J]. Rock and Soil Mechanics, 2022, 43(S1): 357-366.
[11] ZHOU Bing-hong. A simplified method to estimate soil-water characteristic curve for sandy soil [J]. Rock and Soil Mechanics, 2022, 43(S1): 222-228.
[12] WANG Hai-man, NI Wan-kui, LIU Kui, . Rapid prediction method of soil-water characteristic curve of Yan’an compacted loess [J]. Rock and Soil Mechanics, 2022, 43(7): 1845-1853.
[13] GAO You, LI Ze, SUN De-an, YU Hai-hao, CHEN Bo, . Unimodal and bimodal soil-water characteristic curves model considering the effect of initial void ratio [J]. Rock and Soil Mechanics, 2022, 43(6): 1441-1452.
[14] LI Chi, TIAN Lei, DONG Cai-huan, ZHANG Yong-feng, WANG Yan-xing, . Experimental study on zinc-lead composite contaminated soil solidified/stabilized by MICP technology combined with porous silicon adsorption materials [J]. Rock and Soil Mechanics, 2022, 43(2): 307-316.
[15] LI Xu, LIU A-qiang, LIU Li, LIU Yan, WU Yong-kang. A rapid method for determining the soil-water characteristic curves in the full suction range [J]. Rock and Soil Mechanics, 2022, 43(2): 299-306.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!