Permeability evolution mechanism and the optimum permeability determination of uranium leaching from low-permeability sandstone treated with low-frequency vibration

IF 9.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yong Zhao , Xiqi Li , Lin Lei , Ling Chen , Zhiping Luo
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Abstract

Low-frequency vibrations can effectively improve natural sandstone permeability, and higher vibration frequency is associated with larger permeability. However, the optimum permeability and permeability evolution mechanism for uranium leaching and the relationship between permeability and the change of chemical reactive rate affecting uranium leaching have not been determined. To solve the above problems, in this study, identical homogeneous sandstone samples were selected to simulate low-permeability sandstone; a permeability evolution model considering the combined action of vibration stress, pore water pressure, water flow impact force, and chemical erosion was established; and vibration leaching experiments were performed to test the model accuracy. Both the permeability and chemical reactions were found to simultaneously restrict U6+ leaching, and the vibration treatment increased the permeability, causing the U6+ leaching reaction to no longer be diffusion-constrained but to be primarily controlled by the reaction rate. Changes of the model calculation parameters were further analyzed to determine the permeability evolution mechanism under the influence of vibration and chemical erosion, to prove the correctness of the mechanism according to the experimental results, and to develop a new method for determining the optimum permeability in uranium leaching. The uranium leaching was found to primarily follow a process consisting of (1) a permeability control stage, (2) achieving the optimum permeability, (3) a chemical reactive rate control stage, and (4) a channel flow stage. The resolution of these problems is of great significance for facilitating the application and promotion of low-frequency vibration in the CO2 + O2 leaching process.

低频振动处理低渗透砂岩铀浸出渗透率演化机制及最佳渗透率的确定
低频振动能有效提高天然砂岩的渗透率,振动频率越高,渗透率越大。然而,铀浸出的最佳渗透率和渗透率演化机制以及渗透率与影响铀浸出的化学反应速率变化之间的关系尚未确定。为解决上述问题,本研究选取相同均质砂岩样品模拟低渗透砂岩;建立了考虑振动应力、孔隙水压力、水流冲击力和化学侵蚀共同作用的渗透率演化模型;并进行了振动浸出试验,验证了模型的准确性。发现渗透性和化学反应同时限制U6+浸出,振动处理增加了渗透性,使U6+浸出反应不再受扩散限制,而主要受反应速率控制。进一步分析了模型计算参数的变化,确定了振动和化学侵蚀作用下渗透率演化机理,并根据实验结果验证了机理的正确性,为确定铀浸出最佳渗透率提供了新的方法。发现铀浸出主要遵循以下过程:(1)渗透率控制阶段,(2)达到最佳渗透率,(3)化学反应速率控制阶段,(4)通道流动阶段。这些问题的解决对于促进低频振动在CO2 + O2浸出过程中的应用和推广具有重要意义。
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来源期刊
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
11.60
自引率
6.80%
发文量
227
审稿时长
48 days
期刊介绍: The Journal of Rock Mechanics and Geotechnical Engineering (JRMGE), overseen by the Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, is dedicated to the latest advancements in rock mechanics and geotechnical engineering. It serves as a platform for global scholars to stay updated on developments in various related fields including soil mechanics, foundation engineering, civil engineering, mining engineering, hydraulic engineering, petroleum engineering, and engineering geology. With a focus on fostering international academic exchange, JRMGE acts as a conduit between theoretical advancements and practical applications. Topics covered include new theories, technologies, methods, experiences, in-situ and laboratory tests, developments, case studies, and timely reviews within the realm of rock mechanics and geotechnical engineering.
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