PENGARUH ENERGI PEMADATAN DAN KADAR AIR TERHADAP NILAI CBR TANAH LEMPUNG EKSPANSIF - POLSRI REPOSITORY

  Pengujian CBR

  

Pengujian Atterberg Limit

(Liquid Limit, Plasticity Limit, Batas Susut) Pengujian Analisa Saringan dan Hidrometer

  Pengujian Berat Jenis Tanah (GS)

  Pengujian Kadar Air Tanah (Water Content Test)

  Pengujian : Kadar Air Tanah Laboratorium : Laboratorium Mekanika Tanah Teknik Sipil Lokasi : Politeknik Negeri Sriwijaya Waktu : 16 Mei 2016 Jenis Tanah : Lempung Ekspansif (CH) Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  Uraian Tanah 1 Tanah 2

  Berat cawan kosong (W1) 9,8 10,3

  Berat cawan + tanah basah (W2) 91,7

  92 Berat cawan + tanah kering (W3) 88,7 85,01

  Berat Air (W2 - W3) 3,80 9,35

  Berat tanah kering (W3 - W1) 78,9 74,71

  Kadar air (w = ((W2 - W3) / (W3 - W1)) x 100%) 3,80 9,35

  Pengujian Berat Jenis Tanah (Gravity Specific)

  Pengujian : Berat Jenis Tanah (GS) Laboratorium : Laboratorium Mekanika Tanah Teknik Sipil Lokasi : Politeknik Negeri Sriwijaya Waktu : 17 Mei 2016 Jenis Tanah : Lempung Ekspansif (CH) Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  No. Uraian Berat Sample Tanah 1 (gr)

  Ket Contoh 1 Contoh 2

  1. Berat piknometer kosong (gr) 50,48 50,82 W1

  2. Berat piknometer + tanah (gr) 60,98 61,37 W2

  3. Berat air + piknometer + tanah (gr) 157,74 155,22 W3

  4. Berat piknometer + air (gr) 147,68 149,24 W4

  5. Specific Grafity (Gs) 2,364 2,308

  6. Rata

  2,336

• – rata (Gs)

  Pengujian Berat Jenis Tanah (Gravity Specific)

  Pengujian : Berat Jenis Tanah (GS) Laboratorium : Laboratorium Mekanika Tanah Teknik Sipil Lokasi : Politeknik Negeri Sriwijaya Waktu : 17 Mei 2016 Jenis Tanah : Lempung Ekspansif (CH) Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  No. Uraian Berat Sample Tanah 2 (gr)

  Ket Contoh 1 Contoh 2

  1 Berat piknometer kosong (gr) 36,61 37,05 W1

  2 Berat piknometer + tanah (gr) 46,69 47,07 W2

  3 Berat air + piknometer + tanah (gr) 91,63 92,80 W3

  4 Berat piknometer + air (gr) 85,39 86,88 W4

  7 Specific Grafity (Gs) 2,481 2,451

  8 Rata

  2,467

• – rata (Gs)

  Pengujian Atterberg Limit

  Pengujian : Atterberg Limit Laboratorium : Laboratorium Mekanika Tanah Teknik Sipil Lokasi : Politeknik Negeri Sriwijaya Waktu : 17 Mei 2016 Jenis Tanah : Lempung Ekspansif (CH) Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  Batas-batas konsistensi

  Atterberg Limit

  Batas plastis Batas cair Batas susut Tanah Lempung 1 52,05 % 81 % 10,71 % Tanah Lempung 2 49,92 % 94 % 15,71 %

  Pengujian Atterberg Limit

  Pengujian : Atterberg Limit Laboratorium : Laboratorium Mekanika Tanah Teknik Sipil Lokasi : Politeknik Negeri Sriwijaya Waktu : 17 Mei 2016 Jenis Tanah : Lempung Ekspansif (CH) Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  TANAH 1

Liquid Limit

  Plastic Liquid Limit

  90 Limit No. Test

  1

  2

  3

  4

  5

  6

  7 No. Cawan

  1

  2

  3

  4

  5

  6

  7

  85 Jumlah Pukulan

  48

  43

  37

  32

  26

  19 )

  Berat Cawan + Tanah (%

  21,27 32,88 28,10 25,18 23,66 22,55 18,29 ir

  Basah (g) A

  80 LL = 81 % r a

  Berat Cawan + Tanah d

  15,23 23,50 20,35 17,11 15,97 15,26 15,5 Kering (g) Ka

  Berat Air (g) 6,04 9,38 7,75 8,07 7,69 7,29 2,79

  75 Berat Cawan Kosong (g) 6,66 10,73 9,98 6,62 6,53 6,55 10,14 Berat Tanah Kering (g) 8,57 12,77 10,37 10,49 9,44 8,71 5,36

  70 Kadar Air (%) 70,47 73,45 74,73 76,93 81,46 83,69 52,05

  10

  20

  30

  40

  50 Jumlah Pukulan LL

  81 PL 52,05 PI 28,94

  Pengujian Atterberg Limit

  Pengujian : Atterberg Limit Laboratorium : Laboratorium Mekanika Tanah Teknik Sipil Lokasi : Politeknik Negeri Sriwijaya Waktu : 17 Mei 2016 Jenis Tanah : Lempung Ekspansif (CH) Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  TANAH 2

Liquid Limit

  100.00 Plastic Liquid Limit Limit

  95.00 No. Test

  1

  2

  3

  6

  4

  5

  7 LL = 94% No. Cawan

  1

  2

  3

  6

  4

  5 7 )

  90.00 (%

  Jumlah Pukulan

  49

  45

  37

  34

  25

  15 ir A

  85.00 r

  Berat Cawan + Tanah a

  40,35 39,66 41,03 43,02 41,89 35,16 18,84 d

  Basah (g)

  80.00 Ka Berat Cawan + Tanah 27,05 26,16 26,44 27,43 26,25 22,48 15,72 Kering (g)

  75.00 Berat Air (g) 13,3 13,5 14,59 15,59 15,64 12,68 3,12

  70.00 Berat Cawan Kosong (g) 9,27 10,29 10,02 9,92 9,62 9,59 9,47

  10

  20

  30

  40

  50 Berat Tanah Kering (g) 17,78 15,87 16,42 17,51 16,63 12,89 6,25 Jumlah Pukulan

  Kadar Air (%) 74,80 85,07 88,86 89,03 94,05 98,37 49,92 LL 94% PL 49,92%

  PI 44,08%

  Pengujian Analisa Saringan dan Hidrometer

  Pengujian : Analisa Saringan dan Hidrometer (Tanah 2) Laboratorium : Laboratorium Mekanika Tanah Teknik Sipil Lokasi : Politeknik Negeri Sriwijaya Waktu : 18 Mei 2016 Jenis Tanah : Lempung Ekspansif (CH) Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  ANALISA SARINGAN TANAH 2 Diameter Berat persentase kumulatif persentase saringan tertahan tertahan tertahan lolos (%)

  (mm) (gram) (%) (%)

  4.75 100

  2

  2.6

  0.87

  0.88

  99.2

  98.30

  1.18

  2.45

  0.82

  0.83

  85.65 0.075

  40.1

  13.37

  13.53 0.003731

  85.03

  2.9

  1.43

  1.45 0.002465

  45.69807692 0.001438

  35.54294872 0.000734

  33.00416667 0.000370

  27.92660256 ANALISA SARINGAN

  0.000154 25.38782051

  0.000108 20.31025641

  0.000078 17.77147436

  0.000064 15.23269231

  Pengujian Analisa Saringan dan Hidrometer

  43.39

  0.000078466 13.93702652

  0.0000107747 15.9280303

  0.000154093 19.91003788

  0.000370366 21.90104167

  0.001437913 25.88304924

  0.002464883 27.87405303

  ANALISA SARINGAN 35.83806818

  83.95 0.003730651

  1.41

  1.39

  4.18

  84.94 0.075

  14.64

  14.46

  99.14 0.425

  Pengujian : Analisa Saringan dan Hidrometer (Tanah 1) Laboratorium : Laboratorium Mekanika Tanah Teknik Sipil Lokasi : Politeknik Negeri Sriwijaya Waktu : 18 Mei 2016 Jenis Tanah : Lempung Ekspansif (CH) Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  0.42

  0.41

  1.24

  1.18

  99.55

  0.45

  0.44

  1.32

  2

  4.75 100

  (%) persentase lolos (%)

  (%) kumulatif tertahan

  Berat tertahan (gram) persentase tertahan

  ANALISA SARINGAN TANAH 1 Diameter saringan (mm)

  0.000064067 11.94602273

  10

  20

  30

  40

  50

  60

  70

  80

  90 100 0.00001 0.0001 0.001

  0.01

  0.1

  1

  10 P e rs e n tase L ol os (%) Diameter (mm) Analisa Saringan Tanah Dan Hidrometer

  Tanah 1 Tanah 2 Clay Silt Gravel Sand Lokasi Pengujian : Laboratorium Teknik Sipil Polsri Waktu : Juni 2016 Jenis Tanah : Lempung Ekspansif(CH) / Tanah 1 Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  Compaction soil A

  ₃

  98 KJ/m ₃ ƔZAVD 341 KJ/m ₃ 633 KJ/m ₃ 1526 KJ/m ₃ 2835 KJ/m

  1.3 ₃ ) m g/ (K ty ci

  1.2 en D ry D ₂ y = 0.0002x - 0.0314x + 2.1488 R² = 1

  1.1

  20

  25

  

30

  35

  40

  45

  50 Moisture Content (%)

  Nilai Energi Pemadatan Berat Kering Maks Kadar Air

  3

  (MDD) (gr/cm ) Optimum (OMC) (%)

  Energy 97 KJ/m3 1,21 37,43 Energy 341 KJ/m3 1,23 33,33 Energy 633 KJ/m3 1,25 32,74 Energy 1526 KJ/M3 1,29 31,11 Energy 2835 KJ/M3 1,32 30,31 Lokasi Pengujian : Laboratorium Teknik Sipil Polsri Waktu : Juni 2016 Jenis Tanah : Lempung (CH) / Tanah 2 Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  y = -0.0012x ² + 0.093x - 0.5958 R² = 0.9716

  50 Compacting Energies

  Energy 97 KJ/m3 1,20 38,62 Energy 341 KJ/m3 1,22 34,19 Energy 633 KJ/m3 1,26 33,65

  Optimum (OMC) (%)

  ) Kadar Air

  3

  (MDD) (gr/cm

  Nilai Energi Pemadatan Berat Kering Maks

  

ƔZAVD

Compaction Soil B

  97 KJ/m ³ 341 KJ/m ³ 633 KJ/m ³ 1526 KJ/m ³ 2835 KJ/m ³ Moisture Content D ry D en ci ty (K g/ m ³ )

  45

  1.1

  40

  35

  30

  25

  20

  1.4

  1.3

  1.2

  Energy 1526 KJ/M3 1,28 31,69 Energy 2835 KJ/M3 1,30 31,08

  DATA NILAI CALIFORNIA BEARING RATIO (CBR) TANAH 1

  1.30

  0.93

  0.88

  1.45

  1.45

  27.95

  1.27

  1.57

  2.41

  25.22

  2.30

  31.11

  1.29

  1.90

  1.86

  2.93

  2.55

  33.57

  1.24

  KJ/m3

  1.05

  1.01

  1.25

  1.81

  1.70

  2.41

  2.10

  36.11

  1.26

  0.95

  4 Energy 1526

  2.09

  1.86

  39.76

  1.22

  0.75

  0.75

  1.20

  1.15

  1.28

  0.94

  1.6

  1.30

  30.31

  1.32

  2.11

  1.74

  3.02

  2.50

  34.27

  1.14

  2.73

  1.05

  2.62

  2.31

  36.67

  1.27

  0.81

  0.80

  1.26

  2.62

  1.61

  2.28

  5 Energy 2835

  2.05

  37.36

  1.25

  0.78

  0.74

  1.24

  1.02

  KJ/m3

  1.62

  23.94

  1.27

  0.99

  0.85

  2.43

  2.40

  27.09

  1.29

  32.74

  1.90

  Lokasi Pengujian : Laboratorium Teknik Sipil Polsri Waktu : Juni 2016 Jenis Tanah : Lempung Ekspansif (CH) Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  0.75

  1.58

  1.55

  1.96

  1.91

  41.23

  1.20

  0.75

  1.64

  37.43

  1.45

  44.69

  1.15

  0.48

  0.47

  0.78

  0.77

  2 Energy 341

  1.22

  1.65

  27.07

  29.63

  No Energi

  Pemadatan Penetrasi

  W γ

  d Soaked Unsoaked

  0.1'' 0.2'' 0.1'' 0.2''

  1 Energy

  98 KJ/m3

  1.14

  1.66

  0.84

  0.84

  1.13

  1.12

  33.57

  1.19

  1.13

  1.02

  KJ/m3

  1.16

  1.25

  KJ/m3

  40.39

  1.21

  0.69

  0.66

  1.19

  1.16

  3 Energy 633

  26.19

  1.97

  1.20

  0.91

  0.87

  1.29

  1.25

  29.13

  1.25

  1.38

  1.86

  0.94

  0.89

  1.81

  0.86

  1.16

  1.05

  29.19

  1.20

  1.14

  1.12

  1.76

  0.95

  33.34

  1.23

  1.66

  1.59

  2.11

  1.95

  36.54

  1.24

  1.15

  DATA NILAI CALIFORNIA BEARING RATIO (CBR) TANAH 2

  2.51

  1.51

  1.49

  28.51

  1.27

  0.98

  0.90

  2.72

  31.70

  0.79

  1.29

  2.41

  2.11

  2.93

  2.80

  34.21

  1.28

  0.75

  1.24

  1.04

  1.14

  1.25

  1.90

  1.90

  36.95

  1.24

  0.84

  0.82

  1.11

  25.53

  39.32

  1.22

  0.74

  0.72

  0.97

  0.94

  4 Energy 1526

  KJ/m3

  1.26

  1.11

  1.26

  2.00

  1.31

  2.32

  2.32

  4.22

  3.81

  34.86

  1.29

  2.00

  3.02

  2.59

  2.40

  37.01

  1.26

  1.13

  1.00

  2.00

  31.08

  3.38

  0.98

  KJ/m3

  37.94

  1.24

  0.83

  0.80

  1.05

  1.00

  5 Energy 2835

  24.35

  1.50

  1.26

  1.14

  1.05

  2.28

  2.10

  27.53

  1.30

  1.73

  1.51

  33.66

  Lokasi Pengujian : Laboratorium Teknik Sipil Polsri Waktu : Juni 2016 Jenis Tanah : Lempung Ekspansif (CH) Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  0.81

  0.70

  1.54

  1.32

  42.36

  1.17

  0.64

  0.57

  0.76

  1.20

  45.83

  1.13

  0.57

  0.56

  0.75

  0.75

  2 Energy 341 KJ/m3

  0.78

  38.62

  1.17

  1.12

  No Energi

  Pemadatan Penetrasi

  W γ

  d Soaked Unsoaked

  0.1'' 0.2'' 0.1'' 0.2''

  1 Energy 98 KJ/m3

  30.67

  0.60

  1.45

  0.52

  1.10

  1.10

  34.71

  1.17

  0.69

  1.61

  1.45

  27.97

  0.64

  1.85

  1.20

  1.18

  0.72

  0.60

  0.84

  0.76

  3 Energy 633 KJ/m3

  26.26

  0.75

  0.85

  0.73

  1.43

  1.41

  29.93

  1.24

  0.84

  0.83

  2.03

  41.99

  0.90

  0.64

  1.70

  1.35

  1.34

  30.89

  1.21

  0.74

  0.74

  1.82

  34.20

  0.70

  1.22

  0.89

  0.85

  1.90

  1.80

  38.06

  1.23

  0.74

  2.00 Lokasi Pengujian : Laboratorium Teknik Sipil Polsri Waktu : Juni 2016 Jenis Tanah : Lempung Ekspansif (CH) / Tanah 1 Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  Compacting California Bearing Ratio Unsoaked (%)

  4.59

  31.11

  33.57

  37.36

  3.50

  4.11

  4.28

  3.46

  1.36 2835

  23.94

  27.09

  30.31

  34.27

  36.67

  4.00

  4.45

  25.22

  30

  Un so akd

  98 KJ/m3 341 KJ/m3 DRYING

  50 633 KJ/m3 2835 KJ/m3 1526 KJ/m3

  45

  40

  35

  25

  3.59

  20

  3

  2

  1

  y = -0.0242x ² + 1.5925x - 23.865 R² = 0.9856

  1.44

  27.95

  1.27 1526

  Energy (KJ/m

  29.19

  3

  ) DRYING OMC WETTING

  98

  29.63

  33.57

  37.43

  41.23

  44.69

  0.66

  1.30

  1.50

  1.09

  1.01 341

  27.07

  33.34

  3.33

  29.13

  4.10

  3.63

  3.00

  39.76

  36.11

  32.74

  26.19

  36.54

  1.14 633

  2.21

  2.80

  2.47

  1.83

  40.39

  CBR Unsoaked Soil A Lokasi Pengujian : Laboratorium Teknik Sipil Polsri Waktu : Juni 2016 Jenis Tanah : Lempung Ekspansif (CH) / Tanah 2 Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  Compacting California Bearing Ratio Unsoaked (%)

  4.15

  34.21

  37.94

  1.63

  3.07

  3.53

  1.86

  1.55 2835

  24.35

  27.53

  31.08

  34.86

  37.01

  2.11

  3.43

  2.44

  28.51

  30

  Un so akd

  98 KJ/m3 341 KJ/m3 DRYING WETTING

  50 633 KJ/m3 2835 KJ/m3 1526 KJ/m3

  45

  40

  35

  25

  2.00

  20

  4

  3

  2

  1

  y = -0.0174x ² + 1.0926x - 15.17 R² = 0.8774

  31.70

  25.52

  Energy (KJ/m

  45.83

  27.97

  0.87 341

  1.50

  2.19

  2.04

  1.10

  42.36

  34.20

  38.62

  34.71

  30.67

  98

  ) DRYING OMC WETTING

  3

  30.89

  38.06

  1.10 1526

  33.66

  1.27

  2.91

  2.70

  1.15

  39.32

  36.95

  29.93

  41.99

  26.26

  0.99 633

  1.39

  2.55

  2.37

  1.13

  CBR Unsoaked Soil B Lokasi Pengujian : Laboratorium Teknik Sipil Polsri Waktu : Juni 2016 Jenis Tanah : Lempung Ekspansif (CH) / Tanah 1 Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  Compacting California Bearing Ratio Soaked (%) Energy (KJ/m

  3.02

  33.57

  37.36

  0.92

  1.80

  2.53

  1.84

  0.68 2835

  23.94

  27.09

  30.31

  34.27

  36.67

  1.00

  1.94

  1.89

  27.95

  0.84

  y = -0.014x ² + 0.9272x - 13.928 R² = 0.7045

  1

  2

  20

  25

  30

  35

  40

  45

  50 633 KJ/M3 2835 KJ/m3

  98 KJ/m3 341 KJ/m3 1526 KJ/m3

  S o ake d CB R

  DRYING

  31.11

  25.22

  3

  33.34

  ) DRYING OMC WETTING

  98

  29.63

  33.57

  37.43

  41.23

  44.69

  0.40

  0.43

  1.42

  1.25

  0.77 341

  27.07

  29.89

  6.54

  0.51 1526

  32.74

  1.79

  2.04

  1.65

  0.84

  39.76

  36.11

  29.13

  40.39

  26.19

  0.64 633

  1.52

  1.73

  1.04

  0.62

  CBR Soaked Soil A Lokasi Pengujian : Laboratorium Teknik Sipil Polsri Waktu : Juni 2016 Jenis Tanah : Lempung Ekspansif (CH) / Tanah 2 Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  Compacting California Bearing Ratio Soaked (%) Energy (KJ/m

  2.32

  34.21

  37.94

  0.93

  1.23

  2.19

  1.05

  0.71 2835

  24.35

  27.53

  31.08

  34.86

  37.01

  1.05

  1.55

  1.04

  28.51

  0.84

  y = -0.0032x ² + 0.2262x - 3.1959

R² = 0.6891

  1

  2

  20

  25

  30

  35

  40

  45

  50 633 KJ/M3 2835 KJ/m3

  98 KJ/m3 341 KJ/m3 1526 KJ/m3

  S o ake d CB R

  DRYING

  31.70

  25.53

  3

  34.20

  ) DRYING OMC WETTING

  98

  30.67

  34.71

  38.62

  42.35

  45.83

  0.53

  0.57

  0.79

  0.52

  0.39 341

  27.97

  30.89

  38.06

  0.57 1526

  33.66

  1.05

  2.05

  0.90

  0.80

  39.32

  36.95

  29.93

  41.99

  26.26

  0.48 633

  0.79

  1.42

  0.74

  0.67

  CBR Soaked Soil B Lokasi Pengujian : Laboratorium Teknik Sipil Polsri Waktu : Juni 2016 Jenis Tanah : Lempung Ekspansif (CH) / Tanah 2 Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  Compacting California Bearing Ratio Unsoaked (%)

  27.07

  26.19

  0.64 633

  1.52

  1.73

  1.04

  0.62

  40.39

  6.54

  33.34

  29.89

  0.77 341

  32.74

  1.25

  1.42

  0.43

  0.40

  44.69

  41.23

  37.43

  33.57

  29.63

  98

  ) DRYING OMC WETTING

  29.13

  36.11

  Compacting California Bearing Ratio Soaked (%) Energy (KJ/m

  2.53

  1.89

  3.02

  1.94

  1.00

  36.67

  34.27

  30.31

  27.09

  23.94

  0.68 2835

  1.84

  1.80

  39.76

  0.92

  37.36

  33.57

  31.11

  27.95

  25.22

  0.51 1526

  1.79

  2.04

  1.65

  0.84

  3

  1.44 Tabel 4.13. Data Nilai Pengaruh Variasi Energi Pemadatan dan Jumlah Penambahan Kadar Air Terhadap Nilai CBR Rendaman Tanah 1

  Energy (KJ/m

  1.01 341

  1.14 633

  2.21

  2.80

  2.47

  1.83

  40.39

  36.54

  33.34

  29.19

  27.07

  1.09

  29.13

  1.50

  1.30

  0.66

  44.69

  41.23

  37.43

  33.57

  29.63

  98

  ) DRYING OMC WETTING

  3

  26.19

  32.74

  3.59

  4.11

  4.45

  4.59

  4.00

  36.67

  34.27

  30.31

  27.09

  23.94

  1.36 2835

  3.46

  4.28

  3.50

  36.11

  37.36

  33.57

  31.11

  27.95

  25.22

  1.27 1526

  3.33

  4.10

  3.63

  3.00

  39.76

  0.84 Lokasi Pengujian : Laboratorium Teknik Sipil Polsri Waktu : Juni 2016 Jenis Tanah : Lempung Ekspansif (CH) / Tanah 2 Peneliti : Masri Budi Kurniawan / Ratna Kartika Astri

  Batas susut tanah 1 Batas susut tanah

  36.02 Berat tanah kering gram

  2 Berat cawan susut (W1) gram

  20.98

  21.53 Berat cawan susut + tanah basah (W2) gram

  37.48

  46.71 Berat cawan susut + tanah kering (W3) gram

  37.45

  16.47

  Tanah

  14.49 Berat keramik (W4) gram 124.07 124.07 Berat keramik + air raksa (W5) gram 320.47 286.85

  Berat air raksa (W6) gram 196.4 162.78 Volume tanah kering cm3

  14.44

  11.97 Batas susut tanah (SL) %

  58.17

  51.28 Susut linier %

  10.71

  1 Tanah

  No. Cawan

  2 V1

  51.34 % Susut Liner 10.71% Susut

  18.2 V1

  18.15

  96 V2

  14.44 V2

  11.97 W

  16.47 W

  14.49 SL 58.17% SL

  Liner

  96 PENGUJIAN BATAS SUSUT

  15.71 % cawan susut + raksa =

  268.50 cawan susut 1 =

  20.98 cawan susut 2 =

  21.53 cara mencari V1 =

(cawan+air raksa)- (berat

cawan)/ bj air raksa

  

V1 tanah 1

  18.2 V1 tanah 2

  18.15

  15.71

  PENGUJIAN CBR (UNSOAKED) DENGAN JUMLAH ENERGI 98 KJ/m ³ Lokasi : Laboratorium Teknik Sipil Politeknik NegeriSriwijaya

  0.10 55 0.148 0.150

  1.132930514 Penetration 0.2'' = (0.224/19.96)x 100 %

  1.14 Penetration 0.1'' = (0.150/13.24)x 100 %

  29.63 Max. Dry Density =

  Opt. Moisture Content =

  Compaction Data

  0.14 84 0.187 0.15 106 0.196 0.16 121 0.205 0.17 144 0.214 0.18 161 0.223 0.19 169 0.232 0.20 188 0.238 0.224 0.21 203 0.242 0.22 214 0.246 0.23 222 0.250 0.24 240 0.254 0.25 266 0.258 0.26 281 0.262 0.27 309 0.266 0.28 345 0.270 0.29 370 0.274 0.30 396 0.278

  0.13 71 0.178

  0.12 60 0.169

  0.11 59 0.157

  0.09 52 0.136

  Tanggal : 31 Mei 2016 Peneliti : Masri Budi Kurniawan dan Ratna Kartika Astri Sampel : Tanah 1

  0.08 48 0.124

  0.07 40 0.112

  0.06 32 0.100

  0.05 30 0.088

  0.04 29 0.076

  0.03 24 0.064

  0.02 16 0.052

  0.01 15 0.040

  Penurunan PembacaanArloji FORCE (KN) KOREKSI

  1.122244489 y = -2.582x ² + 1.6148x + 0.0137

R² = 0.9974

  0.05

  0.1

  0.15

  0.2

  0.25

  0.3

  0.05

  0.1

  0.15

  0.2

  0.25

  0.3

  0.35

  PENGUJIAN CBR (UNSOAKED) DENGAN JUMLAH ENERGI 98 KJ/m ³ Lokasi : Laboratorium Teknik Sipil Politeknik NegeriSriwijaya

  0.11 52 0.234

  1.66163142 Penetration 0.2'' = (0.330/19.96)x 100 %

  1.19 Penetration 0.1'' = (0.220/13.24)x 100 %

  33.57 Max. Dry Density =

  Opt. Moisture Content =

  Compaction Data

  0.16 98 0.319 0.17 107 0.334 0.18 121 0.349 0.19 136 0.364 0.20 151 0.377 0.375 0.21 164 0.390 0.22 188 0.403 0.23 191 0.416 0.24 207 0.429 0.25 221 0.434 0.26 234 0.439 0.27 245 0.444 0.28 258 0.449 0.29 276 0.454 0.30 289 0.459

  0.15 91 0.302

  0.14 82 0.285

  0.13 75 0.268

  0.12 65 0.251

  0.10 58 0.217 0.220

  Tanggal : 31 Mei 2016 Peneliti : Masri Budi KurniawandanRatna Kartika Astri Sampel : Tanah 1

  0.09 53 0.196

  0.08 47 0.175

  0.07 45 0.154

  0.06 41 0.133

  0.05 40 0.112

  0.04 34 0.091

  0.03 30 0.070

  0.02 27 0.049

  0.01 13 0.028

  Penurunan PembacaanArloji FORCE (KN) KOREKSI

  1.653306613

  

y = -3.3248x

² + 2.5585x - 0.0045 R² = 0.9989

  0.5

  0.3

  0.25

  0.2

  0.15

  0.1

  0.05

  0.45

  0.05

  0.4

  0.35

  0.3

  0.25

  0.2

  0.15

  0.1

  0.35

  PENGUJIAN CBR (UNSOAKED) DENGAN JUMLAH ENERGI 98 KJ/m ³ Lokasi : Laboratorium Teknik Sipil Politeknik Negeri Sriwijaya

  0.11 60 0.270

  1.963746224 Penetration 0.2'' = (0.382/19.96)x 100 %

  1.22 Penetration 0.1'' = (0.260/13.24)x 100 %

  37.43 Max. Dry Density =

  Opt. Moisture Content =

  Compaction Data

  0.16 93 0.355 0.17 106 0.372 0.18 121 0.387 0.19 139 0.402 0.20 153 0.417 0.382 0.21 162 0.426 0.22 174 0.435 0.23 188 0.444 0.24 204 0.453 0.25 224 0.462 0.26 248 0.467 0.27 261 0.472 0.28 277 0.477 0.29 293 0.482 0.30 303 0.487

  0.15 89 0.338

  0.14 79 0.321

  0.13 72 0.304

  0.12 66 0.287

  0.10 56 0.253 0.260

  Tanggal : 31 Mei 2016 Peneliti : Masri Budi Kurniawan dan Ratna Kartika Astri Sampel : Tanah 1

  0.09 52 0.230

  0.08 50 0.207

  0.07 48 0.184

  0.06 46 0.161

  0.05 41 0.138

  0.04 40 0.115

  0.03 34 0.090

  0.02 27 0.065

  0.01 21 0.040

  Penurunan PembacaanArloji FORCE (KN) KOREKSI

  1.913827655

  0.6

  2

  0.5 y = -4.2027x + 2.8674x + 0.0058 R² = 0.9997

  0.4

  0.3

  0.2

  0.1

  0.05

  0.1

  0.15

  0.2

  0.25

  0.3

  0.35

  PENGUJIAN CBR (UNSOAKED) DENGAN JUMLAH ENERGI 98 KJ/m ³ Lokasi : Laboratorium Teknik Sipil Politeknik Negeri Sriwijaya

  0.09 61 0.196

  1.64652568 Penetration 0.2'' = (0.290/19.96)x 100 %

  1.20 Penetration 0.1'' = (0.218/13.24)x 100 %

  41.23 Max. Dry Density =

  Opt. Moisture Content =

  Compaction Data

  0.12 97 0.233 0.13 111 0.242 0.14 118 0.251 0.15 138 0.260 0.16 154 0.269 0.17 166 0.278 0.18 168 0.287 0.19 171 0.296 0.20 176 0.300 0.290 0.21 179 0.304 0.22 183 0.308 0.23 191 0.312 0.24 203 0.316 0.25 206 0.320 0.26 210 0.324 0.27 218 0.328 0.28 222 0.332 0.29 230 0.336 0.30 235 0.340

  0.11 88 0.224

  0.10 72 0.215 0.218

  0.08 59 0.177

  Tanggal : 31 Mei 2016 Peneliti : Masri Budi KurniawandanRatna Kartika Astri Sampel : Tanah 1

  0.07 58 0.158

  0.06 55 0.139

  0.05 54 0.120

  0.04 40 0.101

  0.03 33 0.082

  0.02 27 0.063

  0.01 22 0.044

  Penurunan PembacaanArloji FORCE (KN) KOREKSI

  1.452905812

  0.35

  0.3 ₂ y = -4.1116x + 2.2495x + 0.0182 R² = 0.9962

  0.25

  0.2

  0.15

  0.1

  0.05

  0.05

  0.1

  0.15

  0.2

  0.25

  0.3

  0.35

  PENGUJIAN CBR (UNSOAKED) DENGAN JUMLAH ENERGI 98 KJ/m ³ Lokasi : Laboratorium Teknik Sipil Politeknik Negeri Sriwijaya

  0.10 73 0.099 0.100

  0.785287009 Penetration 0.2'' = (0.150/19.96)x 100 %

  1.15 Penetration 0.1'' = (0.100/13.24)x 100 %

  44.69 Max. Dry Density =

  Opt. Moisture Content =

  Compaction Data

  0.14 95 0.131 0.15 101 0.134 0.16 106 0.137 0.17 111 0.140 0.18 116 0.143 0.19 118 0.146 0.20 122 0.149 0.150 0.21 125 0.152 0.22 127 0.156 0.23 129 0.160 0.24 131 0.166 0.25 137 0.172 0.26 142 0.178 0.27 144 0.184 0.28 147 0.190 0.29 148 0.196 0.30 150 0.202

  0.13 90 0.123

  0.12 81 0.115

  0.11 78 0.107

  0.09 69 0.090

  Tanggal : 31 Mei 2016 Peneliti : Masri Budi KurniawandanRatna Kartika Astri Sampel : Tanah 1

  0.08 53 0.082

  0.07 44 0.073

  0.06 36 0.065

  0.05 26 0.056

  0.04 18 0.048

  0.03 17 0.039

  0.02 16 0.031

  0.01 12 0.022

  Penurunan PembacaanArloji FORCE (KN) KOREKSI

  0.771503006

  0.2

  0.18 ₂ y = -1.6301x + 1.0704x + 0.0091 R² = 0.9947

  0.16

  0.14

  0.12

  0.1

  0.08

  0.06

  0.04

  0.02

  0.05

  0.1

  0.15

  0.2

  0.25

  0.3

  0.35

  PENGUJIAN CBR (SOAKED) DENGAN JUMLAH ENERGI 98 KJ/m ³ Lokasi : LaboratoriumTeknikSipilPoliteknikNegeriSriwijaya

  0.10 79 0.107 0.112

  0.84592145 Penetration 0.2'' = (0.168/19.96)x 100 %

  1.14 Penetration 0.1'' = (0.112/13.24)x 100 %

  29.63 Max. Dry Density =

  Opt. Moisture Content =

  Compaction Data

  0.13 95 0.129 0.14 108 0.137 0.15 117 0.145 0.16 129 0.150 0.17 141 0.158 0.18 148 0.161 0.19 162 0.164 0.20 173 0.168 0.168 0.21 191 0.172 0.22 196 0.176 0.23 203 0.180 0.24 216 0.184 0.25 222 0.193 0.26 231 0.198 0.27 236 0.203 0.28 248 0.208 0.29 251 0.213 0.30 256 0.218

  0.12 92 0.121

  0.11 86 0.114

  0.09 71 0.100

  Tanggal : 3 Juni 2016 Peneliti : Masri Budi KurniawandanRatna Kartika Astri Sampel : Tanah 1

  0.08 63 0.093

  0.07 56 0.086

  0.06 49 0.078

  0.05 41 0.070

  0.04 36 0.062

  0.03 29 0.054

  0.02 23 0.046

  0.01 19 0.038

  Penurunan PembacaanArloji FORCE (KN) KOREKSI

  0.841683367

  0.25

  0.2

₂

y = -1.684x + 1.0848x + 0.0182 R² = 0.9935

  0.15

  0.1

  0.05

  0.05

  0.1

  0.15

  0.2

  0.25

  0.3

  0.35

  PENGUJIAN CBR (SOAKED) DENGAN JUMLAH ENERGI 98 KJ/m ³ Lokasi : Laboratorium Teknik Sipil Politeknik Negeri Sriwijaya

  0.10 58 0.141 0.150

  1.132930514 Penetration 0.2'' = (0.220/19.96)x 100 %

  Opt. Moisture Content = Max. Dry Density = Penetration 0.1'' = (0.150/13.24)x 100 %

  Compaction Data

  0.16 96 0.185 0.17 109 0.192 0.18 112 0.199 0.19 128 0.206 0.20 133 0.213 0.204 0.21 139 0.217 0.22 144 0.221 0.23 151 0.225 0.24 160 0.229 0.25 168 0.233 0.26 176 0.237 0.27 179 0.241 0.28 188 0.244 0.29 190 0.247 0.30 195 0.250

  0.15 87 0.178

  0.14 79 0.171

  0.13 71 0.164

  0.12 68 0.157

  0.11 60 0.150

  0.09 42 0.132

  Tanggal : 3 Juni 2016 Peneliti : Masri Budi Kurniawan dan Ratna Kartika Astri Sampel : Tanah 1

  0.08 37 0.123

  0.07 32 0.114

  0.06 27 0.101

  0.05 23 0.088

  0.04 21 0.075

  0.03 19 0.062

  0.02 12 0.049

  0.01 9 0.036

  Penurunan PembacaanArloji FORCE (KN) KOREKSI

  1.022044088 y = -2.2159x ² + 1.4127x + 0.0194 R² = 0.9958

  0.05

  0.1

  0.15

  0.2

  0.25

  0.3

  0.05

  0.1

  0.15

  0.2

  0.25

  0.3

  0.35

  PENGUJIAN CBR (SOAKED) DENGAN JUMLAH ENERGI 98 KJ/m ³ Lokasi : LaboratoriumTeknikSipilPoliteknikNegeriSriwijaya

  0.16 64 0.283

  1.586102719 Penetration 0.2'' = (0.310/19.96)x 100 %

  1.22 Penetration 0.1'' = (0.210/13,24)x 100 %

  37.43 Max. Dry Density =

  Opt. Moisture Content =

  Compaction Data

  0.25 96 0.351 0.26 108 0.355 0.27 109 0.359 0.28 117 0.363 0.29 121 0.367 0.30 126 0.371

  0.24 88 0.347

  0.23 86 0.343

  0.22 80 0.335

  0.21 79 0.327

  0.20 73 0.319 0.310

  0.19 71 0.311

  0.18 69 0.303

  0.17 66 0.295

  0.15 62 0.271

  Tanggal : 3 Juni 2016 Peneliti : Masri Budi KurniawandanRatna Kartika Astri Sampel : Tanah 1

  0.06 31 0.127

  

Penurunan PembacaanArloji FORCE (KN) KOREKSI

  0.01 11 0.022

  0.02 13 0.043

  0.03 17 0.064

  0.04 22 0.085

  0.05 27 0.106

  0.07 33 0.148

  0.14 59 0.259

  0.08 35 0.169

  0.09 39 0.190

  0.10 42 0.211 0.210

  0.11 47 0.223

  0.12 51 0.235

  0.13 56 0.247

  1.553106212 y = -4.152x ²

+ 2.4555x - 0.0026

R² = 0.9993

  0.05

  0.1

  0.15

  0.2

  0.25

  0.3

  0.35

  0.4

  0.05

  0.1

  0.15

  0.2

  0.25

  0.3

  0.35

  PENGUJIAN CBR (SOAKED) DENGAN JUMLAH ENERGI 98 KJ/m ³ Lokasi : Laboratorium Teknik Sipil Politeknik Negeri Sriwijaya

  0.27 78 0.184

  0.20 54 0.147 0.150

  0.21 56 0.154

  0.22 61 0.161

  0.23 66 0.168

  0.24 69 0.172

  0.25 70 0.176

  0.26 73 0.180

  0.28 89 0.188

  0.18 49 0.133

  0.29 92 0.192

  0.30 97 0.196

  Compaction Data

  Opt. Moisture Content =

  41.23 Max. Dry Density =

  1.20 Penetration 0.1'' = (0.100/13,24)x 100 %

  0.755287009 Penetration 0.2'' = (0.150/19.96)x 100 %

  0.19 52 0.140

  0.17 48 0.126

  Tanggal : 3 Juni 2016 Peneliti : Masri Budi Kurniawan dan Ratna Kartika Astri Sampel : Tanah 1

  0.07 22 0.072

  Penurunan PembacaanArloji FORCE (KN) KOREKSI