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contributor authorHong-yang Ni
contributor authorJiang-feng Liu
contributor authorHai Pu
contributor authorXu Chen
contributor authorYang Song
contributor authorXian-biao Mao
contributor authorFrédéric Skoczylas
date accessioned2022-02-01T00:25:22Z
date available2022-02-01T00:25:22Z
date issued8/1/2021
identifier other%28ASCE%29GM.1943-5622.0002069.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271409
description abstractPermeability is one of the important parameters to evaluate the long-term sealing performance of Callovo-Oxfordian (COx) argillite for high-level radioactive waste repository. In this study, scanning electron microscope images were used to analyze the pore structure of COx argillite. The pore size distributions (PSD) obtained by the discrete algorithm and two continuous algorithms (Munch continuous algorithm and Song algorithm) are quite different, the range of pore size obtained by the discrete algorithm is larger than those obtained by continuous algorithms. The results of continuous algorithms are closer to that from mercury intrusion porosimetry. For the permeability prediction, the continuous methods show better results, but there is still a big gap. By further considering the contribution of pores with different sizes to permeability, the results obtained by continuous methods are very close to the measured result. The values of A2 obtained by the Munch continuous algorithm are 2.2 × 10−16, 1.8 × 10−16, and 0.94 × 10−16 m2 for magnifications ranging from 2,000 to 8,000 times; the corresponding values obtained by the Song algorithm are 2.42 × 10−16, 2.02 × 10−16, and 1.12 × 10−16 m2, respectively, while the laboratory result is 1.67 × 10−16 m2. More accurate permeability can be obtained by more representative PSD. Therefore, for soil materials with uniform pore distribution, more accurate permeability can be obtained by considering continuous algorithms and pore contribution rate.
publisherASCE
titleMicroscopic Pore Structure and Improved Permeability Characterization of COx Argillite Based on SEM Images
typeJournal Paper
journal volume21
journal issue8
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0002069
journal fristpage04021144-1
journal lastpage04021144-10
page10
treeInternational Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 008
contenttypeFulltext


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