analisa butiran tanah asli
DESCRIPTION
hasil uji sieve analisisTRANSCRIPT
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Pekerjaan : Tesis Stabilisasi Tanah , Semen dan Fly AshLokasi : PLTU ASAM - ASAMSample : S.1
Tanah Asli
Kadar Air Pada OMC
Time Elapsedtime Ra Rc T L D CT R P P'
L (menit) (Ra + Cm) (tabel)1 25 26 27 12,01 0,2002 0,447 0,1172315 0,00200167 2 28 90,36 73,372 22 23 27 12,35 0,1029 0,321 0,0840604 0,00102917 2 25 80,68 65,515 17 18 27 14,27 0,0476 0,218 0,0571478 0,00047567 2 20 64,54 52,4115 12 13 27 15,71 0,0175 0,132 0,0346191 0,00017456 2 15 48,41 39,3030 6 7 27 16,61 0,0092 0,096 0,0251708 9,2278E-05 2 9 29,04 23,5860 2 3 27 17,15 0,0048 0,069 0,0180854 4,7639E-05 2 5 16,14 13,10
240 -2 -1 27 17,51 0,0012 0,035 0,0091371 1,216E-05 2 1 3,23 2,621440 17,87 0,0002 0,014 0,0037684 2,0683E-06 2 2 6,45
Ukuransaringan
(mm)
4,7603,3602,0000,8410,4200,250 Gravel 9,9 %0,149 Sand 15,1 %0,074 Silt/Clay 84,9 %0,0480,0340,0220,013
00000
0,00,00,00,00,0
84,9
88,888,187,4
84,9
90,12,11,7
0,2
90,188,888,187,487,2
1,3
beratLolos(gr)
87,2
ANALISIS UKURAN BUTIRAN
10093,991,8
06,1
10093,991,8
Hydro ReadingHydrometer Analysis
2,3
% lewate/w x 100
(%)
Berat
0,70,7
tertahan(gr)
t
L
t
L wGs
980
30
0,0130,0090,0060,0030,001 0
0
0,00,00,0
00
0,00,0
00
15,1
0102030405060708090
100
0,0000,0010,0100,1001,00010,000
Perc
ent F
iner
(%)
Grain Diameter (mm)
GRAVEL SAND SILT CLAY
0
10
20
30
40
50
60
70
80
90
100
0,0000,0010,0100,1001,00010,000
Perc
ent F
iner
(%)
Grain Diameter (mm)0% 0% 4%Pc+8%Fa 5%Pc+8Fa 6%PC+8FA 7%Pc+8%Fa
GRAVEL SAND SILT CLAY
t
L
t
L wGs
980
30