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IntroductionBonner S Coffman
Effect of Rock Content on Compaction Characteristics of Clayey GravelB
3 other sections not shown
amplitude ASTM Atterberg limits average base course blows per layer Bureau of Reclamation Chairman clay soils cohesionless soils compacted soils compaction conditions compaction test compactive effort construction control of compaction D. M. Burmister dams decrease density test dry density effect engineering environmental factors field control field density flocculent gradation grading granular material granular soils gravel increase influence laboratory limits material maxi maximum density measure ment method of compaction minus moisture content moisture-density mum density obtained optimum moisture Oroville Dam oven-dried over-compaction paction particle pavement thickness performances pore pressure rammer range relative density rheostat setting rock content roller sand Saskatchewan saturated shear strength sieve soil compaction soil density soil fraction soil mechanics specific specimens standard Proctor density stresses structure subgrade soil swell Test Series tion traffic ture Turnbull ultimate density unit dry weight values vibration vibratory water content wheel load