ARTICLES
Aug 1, 2001
Lime Cement Column Ground Stabilization for I-15 in Salt Lake City
Authors: Melvin I. Esrig and Peter E. MacKennaAuthor Affiliations
Publication: Practice Periodical on Structural Design and Construction
Volume 6, Issue 3
Abstract
Background for the lime cement column process is provided and some comparisons with other deep stabilization processes are presented. The specific use to support a vertical mechanically stabilized earth wall between 10 and 12.5 m high is described. This wall, SS-01, was constructed on the weak soils of glacial Lake Bonneville in Salt Lake City, along the alignment of U.S. Interstate 15 (I-15). The soil properties, design of the column support system, and performance of the wall are briefly described. The wall was constructed without the need for “staged” construction and has exhibited no significant shear deformations and only small settlements.
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Reference
1.
Swedish Geotechnical Society (SGF). ( 1997). “Lime and lime cement columns.” Rep. 4:95E, Linköping, Sweden.
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History
Received: Jun 2, 1999
Published online: Aug 1, 2001
Published in print: Aug 2001
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Melvin I. Esrig
Peter E. MacKenna
P.E.
Consulting Geotech. Engr., 43 Royden Rd., Tenafly, NJ 07670.
Pres., Stabilator USA, 46-36 54th Rd., Maspeth, NY 11378.
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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.