Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (S1): 513-520.doi: 10.16285/j.rsm.2022.1958

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Rapid prediction of the permeability coefficient for soil of different dry densities with NMR T2 distribution

WU Guang-shui1, TIAN Hui-hui2, HAO Feng-fu1, WANG Shu-qi1, YANG Wen-zhou1, ZHU Ting-mei1   

  1. 1. Guangxi Key Laboratory of New Energy and Building Energy Saving, Guilin University of Technology, Guilin, Guangxi 541004, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
  • Received:2022-12-15 Accepted:2023-02-28 Online:2023-11-16 Published:2023-11-19
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (42072312), the Department of Science and Technology of Guangxi (AD20325010) and the Key Program of National Natural Science Foundation of China (51939011).

Abstract: Because of changes in pore structure, the permeability coefficient of soil with different dry densities varies. In the same site, the pore structures of soil at different positions are quite different. In order to obtain the permeability coefficient of soil at different positions, it is necessary to do the falling head permeability test on soil samples from different positions, which is a time-consuming process. Therefore, it is crucial to propose a model for quickly estimating the permeability coefficient of soil with different pore structures. In this paper, a capillary model for rapid prediction of the permeability coefficient of soil using T2 distribution is developed based on the advantages of nuclear magnetic resonance (NMR) in quickly determining pore size distribution. With the permeability coefficient of a certain dry density soil and the T2 distribution curves of different dry density soils, the model is able to estimate the permeability coefficient of soil under any dry density condition. The research results show that the capillary model is highly efficient for estimating the permeability coefficient of soil at different dry densities since it does not need to calculate the transverse surface relaxation strength ρ2; The probability of each T2 time value is the same as that of the corresponding pore volumetric probability, and the permeability coefficient can be calculated directly by substituting the T2 time into the capillary model. The predicted results of the model are basically consistent with the measured values, indicating that the method is fast, reliable and unaffected by human behaviors.

Key words: nuclear magnetic resonance (NMR), dry density, permeability coefficient, capillary model

CLC Number: 

  • TU 433
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