Show simple item record

contributor authorKristin M. Sample-Lord
contributor authorCharles D. Shackelford
date accessioned2017-12-30T12:55:02Z
date available2017-12-30T12:55:02Z
date issued2018
identifier other%28ASCE%29GT.1943-5606.0001803.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243376
description abstractChemical containment barriers comprising sodium bentonite (Na-bentonite) have been shown to exhibit semipermeable membrane behavior under saturated conditions. Since membrane behavior results in restricted migration of aqueous-phase chemicals (solutes), the existence of membrane behavior in bentonite-based barriers can significantly improve the containment function of the barriers. However, some bentonite-based barriers exist under unsaturated conditions, and the extent to which the degree of saturation, S, of the barrier affects the existence and magnitude of membrane behavior has not been evaluated heretofore. Accordingly, the membrane efficiency coefficient, ω, of Na-bentonite was measured in the laboratory at constant S in response to applied differences in potassium chloride (KCl) concentrations under closed-system conditions. The results indicated that, for a given S, ω decreased as the source concentration of KCl (Cot) increased, which is consistent with previous studies based on S=1.0. However, for a given Cot, ω increased with decreasing S, as expected on the basis that a reduction in S corresponds to a reduction in the water-filled pore space accessible for solute migration. Overall, ω ranged from 0.31 at S=1.0 with Cot=50  mM KCl to 0.75 at S=0.79 for Cot=20  mM KCl. Although the range in S that was evaluated was limited by the testing conditions, which resulted in test durations ranging from 232 to 335 days, the results of this study provide the first quantitative evidence illustrating the effect of S on ω for Na-bentonite.
publisherAmerican Society of Civil Engineers
titleMembrane Behavior of Unsaturated Sodium Bentonite
typeJournal Paper
journal volume144
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001803
page04017102
treeJournal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record