Research Article
Jun 1981
Hydroconsolidation Potential of Palouse Loess
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 6
Abstract
Many loessial soils are susceptible to structural collapse due to inundation or a rise in ground-water levels near hydraulic structures. These soils are often classified as unstable without adequate testing, as has been the case with a loess formation found in southeastern Washington. A study was conducted to determine if spread footing foundations on Palouse Loess would experience additional settlement due to increases in moisture contents. The physical and mineralogical properties were examined and compared to the corresponding properties of loess found in the midwestern states. Modified consolidation tests were performed on undisturbed specimens to examine the effect of initial water content on the settlement characteristics. Test results indicate that increases in moisture contents do not result in excess settlements. The type of clay cementing loessial soils appears to be the determining factor.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 6 • June 1981
Pages: 733 - 742
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Jun 1981
Published online: Feb 11, 2021
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Authors
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Gary T. Lobdell, AM.ASCE
Geotechnical Engr., Rittenhouse-Zeman & Assoc., Inc., Bellevue, Wash
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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.