Recent Progress in Multiple Water–Rock Interactions

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Earth Sciences".

Deadline for manuscript submissions: 10 June 2024 | Viewed by 1163

Special Issue Editors


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Guest Editor
Graduate School of Environmental Studies, Tohoku University, Sendai, Japan
Interests: water-rock interation; carbon nuetral; applied geochemistry; environmental engineering; material resources

E-Mail Website
Guest Editor
College of Environment and Ecology, Xiamen University, Xiamen, China
Interests: green chemistry; environmental chemistry; kinetics

Special Issue Information

Dear Colleagues,

This Special Issue aims to collect high-quality papers from the field of water–rock interactions. Water–rock interaction influences the chemical and physical nature of our landscape as well as the quality and quality of potable water and fertile soil available to sustain ecosystems. We encourage researchers from various fields within the journal’s scope to contribute papers highlighting the latest developments in their research field, or to invite relevant experts and colleagues to do so. Topics of interest for this Special Issue include, but are not limited to:

  • Geochemistry;
  • Solid and fluid earth;
  • Carbon neutral;
  • Mineral dissolution and precipitation;
  • Elements migration;
  • Hydrothermal;
  • Mineral deposits.

Dr. Jiajie Wang
Prof. Dr. Tong Ouyang
Guest Editors

Manuscript Submission Information

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Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Applied Sciences is an international peer-reviewed open access semimonthly journal published by MDPI.

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Published Papers (1 paper)

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Research

20 pages, 7314 KiB  
Article
Investigation into the Influence of Stress Conditions on the Permeability Characteristics of Weakly Cemented Sandstone
by Wenyuan Zhen, Honglin Liu, Mingbo Chi, Xinyong Liu, Wenxiang Cao and Zhiwen Chen
Appl. Sci. 2023, 13(22), 12105; https://doi.org/10.3390/app132212105 - 7 Nov 2023
Viewed by 790
Abstract
This study, conducted in the geological context of the Yixin coalfield, systematically performed indoor mechanical tests to analyze the impact of different stress conditions on the permeability of weakly cemented sandstone. The results were used to establish numerical simulations of permeability curves, revealing [...] Read more.
This study, conducted in the geological context of the Yixin coalfield, systematically performed indoor mechanical tests to analyze the impact of different stress conditions on the permeability of weakly cemented sandstone. The results were used to establish numerical simulations of permeability curves, revealing the following key findings. (1) After saturation, weakly cemented sandstone transitions from brittle to plastic failure. Numerical simulations closely matched experimental results, ensuring the accuracy of subsequent permeability simulations using the Hoek–Brown method. (2) Indoor permeability experiments identified a unique “√” shaped permeability curve for weakly cemented sandstone, differing from traditional sandstone. Numerical simulations confirmed this pattern and provided a basis for modeling weakly cemented strata under varying confining pressures. (3) The mesoscopic analysis of numerical simulation shows that that confining pressure limits the expansion of microcracks, while pore pressure causes cracks to develop from high- to low-pressure areas. Increasing pore pressure gradually raises permeability, and elevated confining pressure initially reduces, then increases permeability. (4) A damage parameter “D” was introduced to monitor fractures during compression simulations, showing that with increasing confining pressure, the damage parameter decreases and then sharply increases. Hydraulic pressure differentials directly correlated with the damage. This comprehensive study enhances our understanding of weakly cemented sandstone’s hydrological behavior under varying stress conditions and parameters. Full article
(This article belongs to the Special Issue Recent Progress in Multiple Water–Rock Interactions)
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