Wei Wei, Wei Mingli, Li Yuan, Xue Qiang, Liu Lei, Wan Yong
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; University of Chinese Academy of Sciences, Beijing 100049, China; IRSM-CAS/HK Poly U Joint Laboratory on Solid Waste Science, Wuhan 430071, China; Hubei province Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Wuhan 430071, China.
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Jiangsu Institute of Zoneco Co., Ltd., Yixing 214200, China.
Sci Total Environ. 2024 Nov 15;951:175695. doi: 10.1016/j.scitotenv.2024.175695. Epub 2024 Aug 22.
The soil-water interactions of unsaturated diesel-contaminated soil are crucial for assessing pollution transport during thermal remediation. This paper aims to improve our understanding of this issue by measuring the matric suction of unsaturated contaminated kaolin and carrying out molecular dynamics simulations under thermal conditions. Results show that the increase in pollutant concentration could reduce the water retention capacity of diesel-contaminated kaolin due to changes in electrochemical properties and pore characteristics of samples, as well as a decrease in interfacial tension. On the other hand, pollutants formed a protective film on the kaolinite surface to act as a liquid bridge and prevent water loss at higher temperatures, as confirmed by Fourier transform infrared spectroscopy. With rising temperatures (50-60 °C), kaolin matric suction generally decreased with higher pollutant concentrations, but this trend was not very evident at lower pollution concentrations (0-10,000 mg/kg). In addition, molecular dynamics simulations were used to demonstrate the validity of these findings. The presence of pollutants might strengthen the interaction energy between kaolinite and water (for example, increasing from 276.52 kcal/mol (25 °C) and 267.95 kcal/mol (40 °C) at 8000 mg/kg to 296.54 kcal/mol (25 °C) and 292.46 kcal/mol (40 °C) at 10,000 mg/kg), thereby enhancing the water retention capacity of kaolin. In short, the study revealed that the coating of pollutants on kaolinite could act as a protective film, which binds water molecules through van der Waals and electric field forces and thereby reduces the sensitivity of water retention capacity to temperature.
非饱和柴油污染土壤的水土相互作用对于评估热修复过程中的污染迁移至关重要。本文旨在通过测量非饱和污染高岭土的基质吸力并在热条件下进行分子动力学模拟,加深我们对这一问题的理解。结果表明,污染物浓度的增加会降低柴油污染高岭土的持水能力,这是由于样品的电化学性质和孔隙特征发生了变化,以及界面张力降低所致。另一方面,傅里叶变换红外光谱证实,污染物在高岭石表面形成了一层保护膜,起到液桥的作用,防止在较高温度下水分流失。随着温度升高(50 - 60°C),高岭土基质吸力一般随污染物浓度升高而降低,但在较低污染浓度(0 - 10,000 mg/kg)下这种趋势不太明显。此外,分子动力学模拟用于证明这些发现的有效性。污染物的存在可能会增强高岭石与水之间的相互作用能(例如,在8000 mg/kg时从25°C的276.52 kcal/mol和40°C的267.95 kcal/mol增加到10,000 mg/kg时25°C的296.54 kcal/mol和40°C的292.46 kcal/mol),从而提高高岭土的持水能力。简而言之,该研究表明,高岭石上的污染物涂层可以作为保护膜,通过范德华力和电场力结合水分子,从而降低持水能力对温度的敏感性。