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contributor authorJohn L. Daniels
contributor authorHilary I. Inyang
date accessioned2017-05-08T21:17:41Z
date available2017-05-08T21:17:41Z
date copyrightJune 2004
date issued2004
identifier other%28asce%290899-1561%282004%2916%3A3%28265%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45939
description abstractAn experimental investigation of the use of polymers dissolved in aqueous solutions to enhance the resistance of clay-based barrier materials to freeze-thaw action and desiccation was performed. The polymers considered included a nonionic polysaccharide (guar gum) and a cationic polyacrylamide (PAM). Concentrations ranging from 0.25 to 8.00 g/L were used and mixed with three barrier materials, namely, 100% Na-montmorillonite clay, a mixture of 70% sand, 30% clay, and a mixture of 90% sand, 10% clay (by weight). Freeze-thaw and desiccation tests were used to investigate material durability. The effects of freeze-thaw action on the materials were assessed in terms of crack measurements, while the drying rates as well as crack measurements were used to assess the influence of desiccation. The extent to which crack formation was mitigated by polymer amendment varied according to polymer type, mode of crack initiation, and clay fraction. In particular, unmodified mixtures of 70% sand and 30% clay exposed to desiccation stress resulted in crack area density values as high as 11.9% while modification with guar or PAM reduced this to 2.7 and 3.4%, respectively, as revealed by analysis of the computed tomography-generated images. Increases or reductions in performance are attributed to polymer–clay interactions and relative hydration between clay and polymer phases.
publisherAmerican Society of Civil Engineers
titleContaminant Barrier Material Textural Response to Interaction with Aqueous Polymers
typeJournal Paper
journal volume16
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2004)16:3(265)
treeJournal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 003
contenttypeFulltext


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