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contributor authorPartha Narayan Mishra
contributor authorAlexander Scheuermann
contributor authorThierry Bore
date accessioned2024-04-27T22:29:19Z
date available2024-04-27T22:29:19Z
date issued2024/04/01
identifier other10.1061-IJGNAI.GMENG-8908.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296769
description abstractThe geometric properties of the pore space govern the electrical and hydraulic properties of soils. Recognizing this commonality, this paper proposes a new approach to determine permeability from high-frequency electromagnetic (HF–EM) measurements on geomaterials undergoing evaporative dewatering. Two materials have been used; (1) kaolin, a reference geomaterial; and (2) a dredged sediment sample from the Port of Brisbane (PoB) reclamation site (Queensland, Australia). Based on a dielectric mixture equation that integrates Archie's parameters, the evolution of formation factors as a functions of porosity have been derived. Several models that are available in the literature have been used to estimate proxies for geometric length scales for pore radii. With knowledge of the formation factors and proxies for pore radii as functions of porosity, permeabilities of the materials under saturated conditions have been estimated. The results have been compared with experimentally obtained permeabilities. Using the formation factors from HF–EM measurements and two of the proxies for pore radii (hydraulic and characteristic pore radii, as defined in this paper), a good degree of agreement with the experimental data has been obtained within a variation in one-order of magnitude for kaolin. For the PoB material, the use of hydraulic pore radius yielded the best estimation of permeability.
publisherASCE
titleEstimation of Permeability of Fine-Grained Soils from High-Frequency Electromagnetic Measurements
typeJournal Article
journal volume24
journal issue4
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-8908
journal fristpage04024019-1
journal lastpage04024019-8
page8
treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 004
contenttypeFulltext


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