ShareHEAVING BEHAVIOUR OF SOILS IN THE STEP FREEZING MODE.
Author(s) : PENNER E.
Type of article: Article
Summary
RESULTS ARE PRESENTED OVER A WIDE RANGE OF SOIL TEXTURES SUPPORTING THE LINEAR RELATION BETWEEN THE LOGARITHM OF FROST HEAVE RATE AND THE COLD-SIDE TEMPERATURE -OVERBURDEN PRESSURE RATIO PROPOSED BY PENNER AND UEDA. THE RELATION IS SIMPLE TO DETERMINE EXPERIMENTALLY, PERMITS HEAVE PREDICTIONS AT VARIOUS OTHER TEMPERATURE AND PRESSURE CONDITIONS FOR ENGINEERING PURPOSES, AND ALLOWS SOIL FROST SUSCEPTIBILITY COMPARISONS TO BE MADE WITH THE RESULTS DETERMINED BY OTHER LABORATORIES.
Details
- Original title: HEAVING BEHAVIOUR OF SOILS IN THE STEP FREEZING MODE.
- Record ID : 1983-0308
- Languages: English
- Source: Can. geotech. J. - vol. 18 - n. 4
- Publication date: 1981
- Document available for consultation in the library of the IIR headquarters only.
Links
See the source
Indexing
- Themes: Other industrial applications
- Keywords: Civil engineering; Calculation; Ground; Ground freezing; Accident
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