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Specimens of loess at various moisture contents were tested in Hveem stabilometer by using different compactions; resistance was calculated and resistance-moisture content-dry density relationship was examined; California method for flexible pavement design, based on Hveem stabilometer tests, was investigated; necessary base-course thicknesses for various design loadings of highway containing subgrade of Avoca Valley loess were calculated and compared with bearing ratio pavement depths.
Specimens of loess at various moisture contents were tested in Hveem stabilometer by using different compactions; resistance was calculated and resistance-moisture content-dry density relationship was examined; California method for flexible pavement design, based on Hveem stabilometer tests, was investigated; necessary base-course thicknesses for various design loadings of highway containing subgrade of Avoca Valley loess were calculated and compared with bearing ratio pavement depths.
Hveem stabilometer tests on Avoka valley loess
New Zealand Eng
Rodda, N. (author)
1968
4 pages
Article (Journal)
English
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