Analisa Butiran Tanah Asli

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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