Results of compaction and swell tests indicate that plasticity index limits of 4 to 12 as allowed in present specifications for stabilized soil roads satisfactorily cover range of conditions usually encountered in various localities; for each ratio of binder soil to fine sand or soil fines there is optimum course sand content at which maximum density is obtained. (See also - discussion p 321)
Effect of quality of clay on soil mortar
Highway Research Board -- Proc
Highway Research Board -- Meeting ; 1936 Stabilization
1936
4 pages
Conference paper
English
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