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Soil Remediation and Prophylaxis in Polluted Environments

A special issue of International Journal of Environmental Research and Public Health (ISSN 1660-4601). This special issue belongs to the section "Environmental Science and Engineering".

Deadline for manuscript submissions: closed (30 April 2023) | Viewed by 8241

Special Issue Editor

School of Geosciences and Info-Physics, Central South University, Changsha 410083, China
Interests: contaminated soil; remediation technology; contaminant migration; monitoring and risk assessment; emerging contaminants; new remediation materials; modeling and simulation

Special Issue Information

Dear Colleagues,

Hazardous material contamination in soils caused by anthropogenic activities (e.g., mining and tailings pond, metal smelting industry, landfill for municipal solid waste and incineration, oil refining, chemical industry, and agricultural production) is a critical problem worldwide, threatening the ecological system and public health. At present, carrying out cost-effective contaminated site treatment is increasingly becoming more urgent and has become a common goal of researchers from various countries. Against this backdrop, our Special Issue focuses mainly on “Soil Remediation and Prophylaxis in Polluted Environments” to help address problems related to environmental pollution at a regional or global scale, and the subject areas are as follows:

  • Materials
  1. New materials for soil remediation (nanomaterials);
  2. Clay minerals;
  3. Characterization of nanomaterials, microplastics, and other emerging contaminants in soil;
  4. Microstructure of clayey soil;
  • Experimental Research

Laboratory and field tests on the remediation/mitigation of environmental pollution;

  • Site survey
  1. Mine water and the environment
  2. Spatial distribution of contaminants, monitoring, and risk assessment of the contaminated site;
  3. Landfill and the environment
  • Technology
  1. Barrier technology;
  2. Injection technology;
  3. Solidification/stabilization technology;
  4. Microbial treatment;
  5. Electrode method;
  6. Thermo-method
  7. Pump-treat technology;
  8. PRB technology;
  9. Liners
  10. Natural attenuation and monitoring;
  • Theory
  1. Solute transportation theory;
  2. Unsaturated soil mechanics;
  3. Process and mechanism of soil remediation;
  4. Multiple field coupling theory;
  5. Grouting theory;
  • Modeling and simulation

Modeling and numerical simulation related to contaminants’ fate and transport.

Dr. Yong He
Guest Editor

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Keywords

  •  environmental engineering geology
  •  unsaturated soil mechanics
  •  contaminated soil
  •  remediation technology
  •  contaminant migration
  •  monitoring and risk assessment
  •  emerging contaminants
  •  new remediation materials
  •  modeling and simulation

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Published Papers (4 papers)

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Research

15 pages, 5361 KiB  
Article
Design and Implementation of a Chain-Type Direct Push Drilling Rig for Contaminated Sites
by Pinghe Sun, Shengwei Zhou, Han Cao, Guojun Cai, Shaohe Zhang, Qiang Gao, Gongbi Cheng, Biao Liu, Gongping Liu, Xinxin Zhang, Yun Liu, Dongyu Wu, Zhenyu Ding, Lan Zeng, Guangdong Liao, Leilei Liu, Xiaokang Wang, Ting Xiao, Jing Jin and Hanhan Yang
Int. J. Environ. Res. Public Health 2023, 20(4), 3757; https://doi.org/10.3390/ijerph20043757 - 20 Feb 2023
Cited by 2 | Viewed by 2211
Abstract
For sites where volatile organic compounds are present, the direct push method, in combination with other sensors for investigation, is a powerful method. The investigation process is an integrated drilling and sensing process, but the trajectory of the probe carrying the sensor is [...] Read more.
For sites where volatile organic compounds are present, the direct push method, in combination with other sensors for investigation, is a powerful method. The investigation process is an integrated drilling and sensing process, but the trajectory of the probe carrying the sensor is ambiguous. This paper explores and introduces the application of a chain-type direct push drilling rig by designing and building a chain-type direct push miniature drilling rig. This rig allows for indoor experimental studies of direct push trajectories. The chain-type direct push drilling model is proposed based on the mechanism of chain transmission. The drilling rig provides a steady direct thrust through the chain, which is driven by a hydraulic motor. In addition, the drilling tests and results described prove that the chain could be applied to direct push drilling. The chain-type direct push drilling rig can drill to a depth of 1940 mm in single-pass and up to 20,000 mm in multiple passes. The test results also indicate that it drills a total length of 462.461 mm and stops after 87.545 s of operation. The machine can provide a drilling angle of 0–90° and keep the borehole angle fluctuating within 0.6° with the characteristics of strong adjustability, flexibility, continuity, stability, and low disturbance, which is of great value and significance for studying the drilling trajectory of direct push tools and obtaining more accurate investigation data. Full article
(This article belongs to the Special Issue Soil Remediation and Prophylaxis in Polluted Environments)
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12 pages, 3232 KiB  
Article
Leaching Characteristics of Heavy Metals in the Baghouse Filter Dust from Direct-Fired Thermal Desorption of Contaminated Soil
by Panpan Wang, Yunzhe Cao, Bin Yang, Huilong Luo, Tian Liang, Jingjing Yu, Aizhong Ding, Lina Wang, Huiying Li, Hanlin Cao, Fujun Ma, Qingbao Gu and Fasheng Li
Int. J. Environ. Res. Public Health 2022, 19(24), 16504; https://doi.org/10.3390/ijerph192416504 - 8 Dec 2022
Cited by 1 | Viewed by 1662
Abstract
After thermal desorption, the total amount of heavy metals (HMs) is enriched in baghouse filter dust. To further understand the related environmental impact, the leaching characteristics under various conditions must be explored. Therefore, this study aimed to examine the leaching characteristics of seven [...] Read more.
After thermal desorption, the total amount of heavy metals (HMs) is enriched in baghouse filter dust. To further understand the related environmental impact, the leaching characteristics under various conditions must be explored. Therefore, this study aimed to examine the leaching characteristics of seven HMs in the dust generated in the direct-fired thermal desorption process and to compare the differences in heavy metal leaching characteristics in the soil before and after thermal desorption. The leaching characteristics and bioaccessibility of seven HMs—arsenic (As), cadmium (Cd), chromium (Cr), copper (Cu), lead (Pb), nickel (Ni), and zinc (Zn)—were analyzed in dust and in soil before and after thermal desorption. The activity of HMs in dust was strong. Therefore, environmental effects and effects on human health should be considered in the treatment of soil and dust after thermal desorption. Full article
(This article belongs to the Special Issue Soil Remediation and Prophylaxis in Polluted Environments)
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22 pages, 4124 KiB  
Article
Assessing the Information Potential of MIR Spectral Signatures for Prediction of Multiple Soil Properties Based on Data from the AfSIS Phase I Project
by Stanisław Gruszczyński and Wojciech Gruszczyński
Int. J. Environ. Res. Public Health 2022, 19(22), 15210; https://doi.org/10.3390/ijerph192215210 - 17 Nov 2022
Cited by 2 | Viewed by 1656
Abstract
The aim of the study was to assess the predictive potential of mid-infrared (MIR) spectral response in the estimation of 60 soil properties. It is important to know the accuracy limitations in estimating various soil characteristics using various models in conditions of high [...] Read more.
The aim of the study was to assess the predictive potential of mid-infrared (MIR) spectral response in the estimation of 60 soil properties. It is important to know the accuracy limitations in estimating various soil characteristics using various models in conditions of high spatial variability of the environment. To fully assess this potential, three types of algorithms were used in modeling, i.e., partial least squares (PLSR), one-dimensional convolutional neural network (1DCNN), and generalized regression neural network (GRNN). The research used data from 19 sub-Saharan African countries collected as part of the Africa Soil Information Service (AfSIS) Phase I project. The repositories provide 18,250 MIR reflectance recordings and nearly two thousand analytical data records from the determination of many soil properties by reference methods. The modeled subset of these properties included texture (three variables), bulk density, moisture content at soil water characteristic curves (SWCC, 4 variables), total and organic C and total N content (3 variables), total elemental content (32 variables), elemental content in bioavailable forms (12 variables), electrical conductivity, exchangeable acidity, exchangeable bases, pH, and phosphorus sorption index. It is not possible to indicate a universal optimal prediction model for all soil variables. The best prediction results are provided by all regression models for total and organic C, total Fe, total Al and bioavailable Al content, and pH. For bulk density, total N and total K content satisfactory results are provided by specific model type. Many other properties, i.e., texture, SWCC, total Ga, Rb, Na, Ca, Cu, Pb, Hg content, and bioavailable Ca and K content, can be predicted with accuracies sufficient for some less demanding tasks. Full article
(This article belongs to the Special Issue Soil Remediation and Prophylaxis in Polluted Environments)
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14 pages, 7363 KiB  
Article
Numerical Analysis Method That Considers Weathering and Water-Softening Effects for the Slope Stability of Carbonaceous Mudstone
by Yeyang Fu, Zhaohui Liu, Ling Zeng, Qianfeng Gao, Jintao Luo and Xinhui Xiao
Int. J. Environ. Res. Public Health 2022, 19(21), 14308; https://doi.org/10.3390/ijerph192114308 - 2 Nov 2022
Cited by 3 | Viewed by 1605
Abstract
The mechanical behavior of carbonaceous mudstone deteriorates greatly when exposed to wet environments, and the precise evaluation of its slope stability has been a difficulty. This study aims to establish a numerical analysis method for the instability problems of its slopes; this method [...] Read more.
The mechanical behavior of carbonaceous mudstone deteriorates greatly when exposed to wet environments, and the precise evaluation of its slope stability has been a difficulty. This study aims to establish a numerical analysis method for the instability problems of its slopes; this method considers the effects of weathering and water-softening by establishing their mathematical expressions. The weathering and water-softening effects are reflected by variations in the mechanical properties (e.g., elastic modulus, angle of internal friction, and cohesion) of carbonaceous mudstone, with the depth following a logistic function and the shear strength parameters varying with wetting duration and degree of saturation. Their weathering and water-softening effects are reproduced with the use of the ABAQUS finite-element software and MATLAB programming. The proposed numerical method is applied to analyze the seepage field and stability of a highway cut slope with and without protection structures; the application results show that the proposed numerical method is reliable in analyzing the slope’s instability problem. The use of the herringbone skeleton structures can reduce the water-softening effects and thus increase the safety factor of the slope. The findings of this study could provide guidance to the design and construction of highway cut slopes in mountain areas that are rich in carbonaceous mudstone. Full article
(This article belongs to the Special Issue Soil Remediation and Prophylaxis in Polluted Environments)
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