Research Article
Mar 1978
Deformation of Lime Modified Clay after Freeze-Thaw
Authors: Emil Karl Sauer, M.ASCE, and N. F. WeimerAuthor Affiliations
Publication: Transportation Engineering Journal of ASCE
Volume 104, Issue 2
Abstract
The addition of small quantities of lime to a subgrade soil greatly improves its resistance to deformation which has been found to be extremely useful during construction under wet conditions. Soil suction, dynamic strength, and resilient characteristics of a glacial till commonly used for highway subgrade construction were studied experimentally. Changes in material properties resulting from variations in water content, lime content, confining pressure, and deviator stress intensity before and after subjecting the material to freezing and thawing were the variables considered. The results of the study indicated that the resilient characteristics of the till were so greatly improved due to the addition of lime that under certain conditions, a lime stabilized layer within a pavement structure would likely fail in tension and that the material could eventually behave essentially as a granular material.
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Published In
Transportation Engineering Journal of ASCE
Volume 104 • Issue 2 • March 1978
Pages: 201 - 212
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Mar 1978
Published online: Feb 5, 2021
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Emil Karl Sauer, M.ASCE
Prof. of Civ. Engrg., Univ. of Saskatchewan, Saskatoon, Canada
N. F. Weimer
Geotechnical Engr., Alberta Environment, Edmonton, Alberta, Canada
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.