Foundations on Difficult Soils Advanced Foundation Engineering 0,000 25,692 4,000 23,256 8,000 21,242 12,000 19,549 16,000 18,105 20,000 16,861 24,000 15,776 28,000 14,823 32,000 13,978 36,000 13,224 40,000 12,548 44,000 11,937 48,000 11,383 52,000 10,878 56,000 10,416 60,000 9,992 64,000 9,600 68,000 9,239 72,000 8,903 76,000 8,592 80,000 8,301 84,000 8,029 88,000 7,774 92,000 7,536 96,000 7,311 100,000 7,099 0,000 26,220 4,000 23,688 8,000 21,601 12,000 19,853 16,000 18,366 20,000 17,086 24,000 15,974 28,000 14,997 32,000 14,133 36,000 13,363 40,000 12,672 44,000 12,050 48,000 11,485 52,000 10,971 56,000 10,502 60,000 10,070 64,000 9,673 68,000 9,306 72,000 8,966 76,000 8,650 Tabel Perhitungan Gibbs-Bara Boundary Curve 1 BH -1 / (BL-1) 2,619 2 BH-2 / (BL-2) 2,673 No. Location and Sample Number Average Spesific Gravity (Gs) Required Natural Dry Unit Weight (γ dry ) for Collapse Required Liquid Limit (LL) (%) for Collapse Rahmad Efendi [1122004002] Pages 1 from 6
