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Compaction of Soil under Freezing Conditions and Subsequent Thawing

Citation

Zeigler, Clyde Calhoun and Veale, Joseph Ernest (1947) Compaction of Soil under Freezing Conditions and Subsequent Thawing. Master's thesis, California Institute of Technology. doi:10.7907/2ssf-9335. https://resolver.caltech.edu/CaltechTHESIS:04022025-205121557

Abstract

This paper is a report of the investigation by laboratory and reference material of the practicability of compaction of frozen or freezing soils for such uses as airfields and roads. The work consisted of the determination of the major variable factors involved and an approximate verification in the laboratory of the effects of those factors. Three natural, sandy soils were tested, and the results indicate generally that use of frozen soils is probably limited to a very narrow range of moisture content near that of hygroscopic moisture and that their use rapidly becomes less practicable as moisture contents increase and as soil gradation goes from the granular into the silt and clay range.

Item Type:Thesis (Master's thesis)
Subject Keywords:(Civil Engineering)
Degree Grantor:California Institute of Technology
Division:Engineering and Applied Science
Major Option:Civil Engineering
Thesis Availability:Public (worldwide access)
Research Advisor(s):
  • Unknown, Unknown
Thesis Committee:
  • Unknown, Unknown
Defense Date:1 January 1947
Record Number:CaltechTHESIS:04022025-205121557
Persistent URL:https://resolver.caltech.edu/CaltechTHESIS:04022025-205121557
DOI:10.7907/2ssf-9335
Default Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:17132
Collection:CaltechTHESIS
Deposited By: Benjamin Perez
Deposited On:03 Apr 2025 18:38
Last Modified:03 Apr 2025 18:48

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