perkuatan tanah
DESCRIPTION
perkuatan tanahTRANSCRIPT
Tekanan Tanah Aktif SF1 = 3Menententukan Jarak (spasi) SF2 = 1.5
p == (20 x 0,31) + (0,31 x 17 x z)= 6.2 + 5.27
h (meter) sv (meter) digunakan sv (meter)1 0.988 0.62 0.677 0.63 0.515 0.44 0.415 0.45 0.348 0.36 0.300 0.3
Lapis No z(m) sv(m) LR (m) LR min (m)14 0.7 0.7 2.94 113 1.3 0.6 2.61 112 1.9 0.6 2.27 111 2.3 0.4 2.05 110 2.7 0.4 1.83 1
9 3.1 0.4 1.61 18 3.5 0.4 1.39 17 3.9 0.4 1.16 16 4.2 0.3 1.00 15 4.5 0.3 0.83 14 4.8 0.3 0.67 13 5.1 0.3 0.50 12 5.4 0.3 0.33 11 5.7 0.3 0.17 10 6 0.3 0.00 1
pq ka + ka ϒ z
Ka = 0.31 φ1 = 32pq = 20 = 51ϒ = 17 c1 = 0Ta ijin = 17 B = 0.67
x z H = 6
Le (m) Ltotal(m) Dipakai L (m)1.04 3.98 40.63 3.24 40.54 2.81 40.34 2.39 2.50.32 2.15 2.50.31 1.91 2.50.30 1.68 2.50.29 1.45 2.50.21 1.21 1.50.21 1.04 1.50.21 1.21 1.50.21 1.21 1.50.20 1.20 1.50.20 1.20 1.50.20 1.20 1.5
σg ult