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Yongfan Guo - One of the best experts on this subject based on the ideXlab platform.

  • thermodynamic modeling of in Situ Leaching of sandstone type uranium minerals
    Journal of Chemical & Engineering Data, 2020
    Co-Authors: Nao Shen, Yongfan Guo
    Abstract:

    In Situ Leaching (ISL) is the main mining method for sandstone-type uranium deposits. The thermodynamic model can provide important information to real project decision making. However, systematic thermodynamic modeling work is still lacking for uranium-containing systems. In this paper, a thermodynamic model for the uranium minerals–solution–gas system is established with reliable and internal consistent parameters. The B-dot model and Peng–Robinson model are used to calculate the activity coefficients and fugacity coefficients. The determination for the equilibrium constant is carried out based on the comparisons between the calculated results by this model and the experimental solubility data. The solubility of uranium minerals under different experimental conditions can be reproduced by this model. Tetravalent uranium minerals are less soluble than hexavalent uranium minerals in the absence of oxidants, especially under alkaline conditions. The dissolution of uranium mineral assemblages, including pit...

Nao Shen - One of the best experts on this subject based on the ideXlab platform.

  • thermodynamic modeling of in Situ Leaching of sandstone type uranium minerals
    Journal of Chemical & Engineering Data, 2020
    Co-Authors: Nao Shen, Yongfan Guo
    Abstract:

    In Situ Leaching (ISL) is the main mining method for sandstone-type uranium deposits. The thermodynamic model can provide important information to real project decision making. However, systematic thermodynamic modeling work is still lacking for uranium-containing systems. In this paper, a thermodynamic model for the uranium minerals–solution–gas system is established with reliable and internal consistent parameters. The B-dot model and Peng–Robinson model are used to calculate the activity coefficients and fugacity coefficients. The determination for the equilibrium constant is carried out based on the comparisons between the calculated results by this model and the experimental solubility data. The solubility of uranium minerals under different experimental conditions can be reproduced by this model. Tetravalent uranium minerals are less soluble than hexavalent uranium minerals in the absence of oxidants, especially under alkaline conditions. The dissolution of uranium mineral assemblages, including pit...

Yin Peng-bo - One of the best experts on this subject based on the ideXlab platform.

Kai Xuan Tan - One of the best experts on this subject based on the ideXlab platform.

Richard E Weyers - One of the best experts on this subject based on the ideXlab platform.

  • in Situ Leaching method for determination of chloride in concrete pore water
    Cement and Concrete Research, 2006
    Co-Authors: Leonardo Caseres, Alberto A Sagues, S C Kranc, Richard E Weyers
    Abstract:

    In the in Situ Leaching (ISL) method, pore water ionic content is determined in small cavities drilled in mortar/concrete specimens. Prior investigations have demonstrated the ISL applicability to obtain pH and nitrite ion concentration in concrete/mortar pore water. The application of the method is extended here to determine pore water chloride ion concentration (and pH) within practical test times in mortars and concretes prepared in the laboratory and in concrete cores extracted from a bridge deck in deicing salt service. Spatial resolution for the determination of composition profiles is also illustrated. Modeling of the ISL process indicates that chloride binding accelerates the approach toward a terminal cavity concentration, reducing test duration to practical lengths for moderate permeability concretes. This acceleration can be attributed to maintaining a higher gradient of free chloride near the cavity wall due to the release, during Leaching, of previously bound chloride. Consequently, there is a faster chloride buildup in the cavity water compared with the no-binding case. Experimental chloride and pH results obtained by the ISL test in mortar samples show good agreement with those from the pore water expression (PWE) method. Also, examples are presented of application of ISL data to obtain chloride binding isotherms, and pore water chloride to hydroxide ratio relevant to assessing conditions for corrosion of steel reinforcement. The ISL method presents a less costly and less disruptive alternative to PWE for pore water analysis. It is noted, however, that in a few instances ISL could not be implemented because of excessive absorption of cavity water by the surrounding medium.