WU Guang-shui, TIAN Hui-hui, HAO Feng-fu, et al. Rapid prediction of the permeability coefficient for soil
of different dry densities with NMR T distribution[J]. 2023, 44(S1): 513-520.
DOI:
WU Guang-shui, TIAN Hui-hui, HAO Feng-fu, et al. Rapid prediction of the permeability coefficient for soil
of different dry densities with NMR T distribution[J]. 2023, 44(S1): 513-520.DOI: 10.16285/j.rsm.2022.1958.
Rapid prediction of the permeability coefficient for soil
of different dry densities with NMR T distribution
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 T 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 T 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 ; The probability of each T time value is the same as that of the corresponding pore volumetric probability
and the permeability coefficient can be calculated directly by substituting the T time into the capillary model. The predicted results of the model are basically consistent with the measured values
Experiment study of fractal feature and relationship between fractal dimension and permeability coefficient of gravelly soil in debris flow source area
Influence of dry density on moisture migration parameter of unsaturated expansive soil
Study of permeability of calcareous silty layer of foundation at an artificial reclamation island
Derivation and validation of the motion equation for seepage in unsaturated soils
Study of the coupling model of rock elastoplastic stress-seepage-damage (Ⅰ) : Modelling and its numerical solution procedure
Related Author
HE Na
CHEN Ning-sheng
ZHU Yun-hua
YANG Jian-yuan
YANG Cheng-lin
ZHAI Ju-yun
WEI Guo-xiang
WANG Xin-zhi
Related Institution
Key Laboratory of Mountain Hazards and Surface Process, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences and Ministry of Water Resources
University of Chinese Academy of Sciences
School of Civil Engineering,Henan Polytechnic University
East China Construction Engineering Corporation of Zhejiang
School of Civil Department,Henan University of Urban Construction