The behaviour of a granular material under repeated loading
A large number of repeated load triaxial tests were carried out on samples of a well graded crushed limestone, maximum particle size 38 mm. This material is commonly used for the base or sub-base layers of flexible highway pavements in the United Kingdom. The aim of the research was to measure the s...
| Main Author: | Boyce, John Rodney |
|---|---|
| Format: | Thesis (University of Nottingham only) |
| Language: | English |
| Published: |
1976
|
| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/11853/ |
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