Numerical analysis on crystallization inside porous sandstone induced by salt phase change

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Engineering Geology Pub Date : 2024-08-24 DOI:10.1016/j.enggeo.2024.107694
Chiwei Chen , Haiqing Yang , Xingyue Li , Yongyi Wang , Gang Zhao
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Abstract

The behavior of water and salt inside porous sandstone is crucial for determining the durability of stone heritage. This involves multiphase coupled processes, yet previous analyses have paid insufficient attention to the spatial and temporal characterization of solution-crystal phase change. Based on the salt crystallization experiments, theoretical models and numerical computational frameworks are synthesized to simulate multiphase processes. Subsequently, equations are established for coupled water-salt-heat-mechanical interactions in the multiphase media. Then, the critical state of solution-crystal phase change is analyzed through the evolution of saturation, crystallization pressure, and porosity. The findings indicate rapid solution saturation growth at positions with minimal wetting front fluctuations, leading to initial crystallization. Further tracing reveals that crystallization evolves through discrete crystallization, annular crystallization, and crystallization expansion stages. By investigating the crystallization pressure and the crystal morphology, it is possible to quantify the dynamics of crystal pressure on constraint surfaces and solution pressure. In addition, the change in porosity can be observed by simulation of dry and wet cycles to obtain crystallization initiation. The numerical calculations agree well with the experimental results, providing valuable insights into the deterioration mechanism induced by salt crystallization in the porous sandstone of Dazu Rock Carvings.

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盐相变诱导多孔砂岩内部结晶的数值分析
多孔砂岩内部的水和盐的行为对确定石质遗产的耐久性至关重要。这涉及多相耦合过程,但以往的分析对溶液-晶体相变的时空特征关注不够。在盐结晶实验的基础上,合成了模拟多相过程的理论模型和数值计算框架。随后,建立了多相介质中水-盐-热-机械耦合相互作用的方程。然后,通过饱和度、结晶压力和孔隙度的演变分析了溶液-晶体相变的临界状态。研究结果表明,在湿润前沿波动最小的位置,溶液饱和度迅速增长,导致初始结晶。进一步追踪发现,结晶演变经历了离散结晶、环状结晶和结晶扩展阶段。通过研究结晶压力和晶体形态,可以量化约束面上晶体压力和溶液压力的动态变化。此外,还可以通过模拟干湿循环来观察孔隙率的变化,从而获得结晶起始。数值计算结果与实验结果吻合良好,为了解大足石刻多孔砂岩中盐结晶引起的劣化机理提供了宝贵的见解。
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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