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Resilient modulus of select aggregate bases and their correlations with other engineering properties (FHWA-OK-93-06) 2189
(1993-9)
Six most commonly encountered aggregate materials which are used ´ subbaseslbales in Oklahoma are se1ected and tested under dynamic loading by using AASHTO designation T292‡91 I. A ‡ vibratory compaction method was ...
Feasibility of using fly ash as binder in coarse and fine aggregates for bases (FHWA-OK-86-8) 2125
(1987-6)
Aggregate-fly ash mixes consisting of fine aggregate
bases (FAB), coarse aggregate bases (CAB) and Class C fly ash
additions of 15, 25 .and 35% were tested in compressive and
flexural strength for curing periods of up ...