pile groups
DESCRIPTION
Perhitungan Tiang PancangTRANSCRIPT
GROUP PILE
Diameter (D) = 0.25 mSpace (s) = 1.20 mFormation = 3 x 3
Perimeter = 10.60 m
Area (A) = 7.02
Water "
= 9.80
Medium Clay :5.00 m= 18.00
= 18.00 G.W.L2.72 m
Stiff Clay : 3.27 m= 18.50
TSA Methode
Medium Clay :
= 101.15
= 40.00
a = 0.83 Muni Budhu before the last edition= 2716.82 kN
= 31.80Muni Budhu the last edition= 25.22
= 2063.87 kN
Stiff Clay :
= 126.53
= 90.00
a = 0.50 Muni Budhu before the last edition= 1559.79 kN
= 53.36Muni Budhu the last edition= 49.00
= 1698.45 kN
m2
gw kN/m3
gb kN/m3
gsat kN/m3
gsat kN/m3
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
= 9.00
= 5688.23 kN Muni Budhu before the last edition
L/D = 33.08Muni Budhu the last edition= 9.00
= 5688.23 kN
= 9964.84 kN Muni Budhu before the last edition
= 9450.54 kN Muni Budhu the last edition
= 9450.54 kN Use
ESA Methode
Medium Clay :
= 101.15
= 40.00
= 30.00 °OCR = 2.00
= 30.00 °
b = 0.41 Muni Budhu before the last edition= 3379.26 kN
= 20.00 °
Muni Budhu the last editionb = 0.26
= 2130.34 kN
Stiff Clay :
= 126.53
= 90.00= 28.00 °
OCR = 5.00
= 28.00 °
b = 0.63 Muni Budhu before the last edition= 2766.37 kN
= 18.67 °
Muni Budhu the last editionb = 0.40
= 1757.67 kN
= 1.57 °
Muni Budhu before the last edition
Nc
Qb
Nc
Qb
Qtot
Qtot
Qtot
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
ψp
= 14.72 Muni Budhu before the last edition= 140.75
= 14549.69 kN
= 28.00 °
Muni Budhu the last edition= 1.57 °
= 14.72
= 140.75
= 14549.69 kN
= 20695.32 kN Muni Budhu before the last edition
= 18437.70 kN Muni Budhu the last edition
= 18437.70 kN Use
Nq
sz kN/m2
Qb
j'
ψp
Nq
sz kN/m2
Qb
Qtot
Qtot
Qtot
GROUP PILE SINGLE PILE
Diameter (D) = 0.25 mFormation = 3 x 3Perimeter = 0.79 m
Area (A) = 0.05
Water :
= 9.80
Medium Clay :
5.00
Lem
pung
Sed
ang
= 18.00
= 18.00 G.W.L2.72
Stiff Clay :3.27
= 18.50
TSA MethodeMedium Clay :
= 101.15
= 40.00
a = 0.83Muni Budhu before the last edition
= 201.30 kN
= 31.80Muni Budhu the last edition= 25.22
= 152.92 kN
Stiff Clay :
= 126.53
= 90.00
a = 0.50Muni Budhu before the last edition
= 115.57 kN
= 53.36Muni Budhu the last edition= 49.00
= 125.85 kN
= 9.00
m2
gw kN/m3
gb kN/m3
gsat kN/m3
Lem
pung
Ka
ku gsat kN/m3
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
Nc
= 39.76 kN Muni Budhu before the last edition
L/D = 33.08
Muni Budhu the last edition= 9.00
= 39.76 kN
= 3209.70 kN Muni Budhu before the last edition
= 2866.74 kN Muni Budhu the last edition
= 2866.74 kN Use
ESA MethodeMedium Clay :
= 101.15
= 40.00
= 30.00 °
OCR = 2.00
= 30.00 °b = 0.41
Muni Budhu before the last edition= 250.38 kN
= 20.00 °Muni Budhu the last editionb = 0.26
= 157.85 kN
Stiff Clay :
= 126.53
= 90.00
= 28.00 °OCR = 5.00
= 28.00 °b = 0.63
Muni Budhu before the last edition= 204.97 kN
= 18.67 °Muni Budhu the last editionb = 0.40
= 130.23 kN
= 1.57 °
Muni Budhu before the last edition= 14.72
Qb
Nc
Qb
Qtot
Qtot
Qtot
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
ψp
Nq
= 140.75Muni Budhu before the last edition
= 101.70 kN
= 28.00 °
Muni Budhu the last edition
= 1.57 °
= 14.72
= 140.75
= 101.70 kN
= 5013.52 kN Muni Budhu before the last edition
= 3508.03 kN Muni Budhu the last edition
= 3508.03 kN Use
sz kN/m2
Qb
j'
ψp
Nq
sz kN/m2
Qb
Qtot
Qtot
Qtot
SINGLE PILE
m
Med
ium
Cla
y
m
m
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Stiff
Clay
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Use
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Use
GROUP PILE
Diameter (D) = 0.35 mSpace (s) = 1.20 mFormation = 3 x 3
Perimeter = 11.00 m
Area (A) = 7.56
Water "
= 9.80
Medium Clay :5.00 m= 18.00
= 18.00 G.W.L2.72 m
Stiff Clay : 3.27 m= 18.50
TSA Methode
Medium Clay :
= 101.15
= 40.00
a = 0.83 Muni Budhu before the last edition= 2819.34 kN
= 31.80Muni Budhu the last edition= 25.22
= 2141.75 kN
Stiff Clay :
= 126.53
= 90.00
a = 0.50 Muni Budhu before the last edition= 1618.65 kN
= 53.36Muni Budhu the last edition= 49.00
= 1762.54 kN
m2
gwkN/m3
gb kN/m3
gsat kN/m3
gsat kN/m3
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
= 9.00
= 6125.63 kN Muni Budhu before the last edition
L/D = 31.40Muni Budhu the last edition= 9.00
= 6125.63 kN
= 10563.62 kN Muni Budhu before the last edition
= 10029.92 kN Muni Budhu the last edition
= 10029.92 kN Use
ESA Methode
Medium Clay :
= 101.15
= 40.00
= 30.00 °OCR = 2.00
= 30.00 °
b = 0.41 Muni Budhu before the last edition= 3506.78 kN
= 20.00 °
Muni Budhu the last editionb = 0.26
= 2210.73 kN
Stiff Clay :
= 126.53
= 90.00= 28.00 °
OCR = 5.00
= 28.00 °
b = 0.63 Muni Budhu before the last edition= 2870.76 kN
= 18.67 °
Muni Budhu the last editionb = 0.40
= 1824.00 kN
= 1.57 °
Muni Budhu before the last edition
Nc
Qb
Nc
Qb
Qtot
Qtot
Qtot
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
ψp
= 14.72 Muni Budhu before the last edition= 140.75
= 15668.50 kN
= 28.00 °
Muni Budhu the last edition= 1.57 °
= 14.72
= 140.75
= 15668.50 kN
= 22046.04 kN Muni Budhu before the last edition
= 19703.22 kN Muni Budhu the last edition
= 19703.22 kN Use
Nq
sz kN/m2
Qb
j'
ψp
Nq
sz kN/m2
Qb
Qtot
Qtot
Qtot
GROUP PILE SINGLE PILE
Diameter (D) = 0.35 mFormation = 3 x 3Perimeter = 1.10 m
Area (A) = 0.0962
Water :
= 9.80
Medium Clay :
5.00
Lem
pung
Sed
ang
= 18.00
= 18.00 G.W.L2.72
Stiff Clay :3.27
= 18.50
TSA MethodeMedium Clay :
= 101.15
= 40.00
a = 0.83Muni Budhu before the last edition
= 281.82 kN
= 31.80Muni Budhu the last edition= 25.22
= 214.09 kN
Stiff Clay :
= 126.53
= 90.00
a = 0.50Muni Budhu before the last edition
= 161.80 kN
= 53.36Muni Budhu the last edition= 49.00
= 176.18 kN
= 9.00
m2
gw kN/m3
gb kN/m3
gsat kN/m3
Lem
pung
Ka
ku gsat kN/m3
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
Nc
= 77.93 kN Muni Budhu before the last edition
L/D = 31.40
Muni Budhu the last edition= 9.00
= 77.93 kN
= 4693.97 kN Muni Budhu before the last edition
= 4213.83 kN Muni Budhu the last edition
= 4213.83 kN Use
ESA MethodeMedium Clay :
= 101.15
= 40.00
= 30.00 °
OCR = 2.00
= 30.00 °b = 0.41
Muni Budhu before the last edition= 350.54 kN
= 20.00 °Muni Budhu the last editionb = 0.26
= 220.98 kN
Stiff Clay :
= 126.53
= 90.00
= 28.00 °OCR = 5.00
= 28.00 °b = 0.63
Muni Budhu before the last edition= 286.96 kN
= 18.67 °Muni Budhu the last editionb = 0.40
= 182.33 kN
= 1.57 °
Muni Budhu before the last edition= 14.72
Qb
Nc
Qb
Qtot
Qtot
Qtot
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
ψp
Nq
= 140.75Muni Budhu before the last edition
= 199.34 kN
= 28.00 °
Muni Budhu the last edition
= 1.57 °
= 14.72
= 140.75
= 199.34 kN
= 7531.51 kN Muni Budhu before the last edition
= 5423.83 kN Muni Budhu the last edition
= 5423.83 kN Use
sz kN/m2
Qb
j'
ψp
Nq
sz kN/m2
Qb
Qtot
Qtot
Qtot
SINGLE PILE
m
Med
ium
Cla
y
m
m
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Stiff
Clay
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Use
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Use
GROUP PILE
Diameter (D) = 0.25 mSpace (s) = 1.20 mFormation = 4 x 4
Perimeter = 15.40 m
Area (A) = 14.82
Water "
= 9.80
Medium Clay :5.00 m= 18.00
= 18.00 G.W.L2.72 m
Stiff Clay : 3.27 m= 18.50
TSA Methode
Medium Clay :
= 101.15
= 40.00
a = 0.83 Muni Budhu before the last edition= 3947.08 kN
= 31.80Muni Budhu the last edition= 25.22
= 2998.45 kN
Stiff Clay :
= 126.53
= 90.00
a = 0.50 Muni Budhu before the last edition= 2266.11 kN
= 53.36Muni Budhu the last edition= 49.00
= 2467.56 kN
m2
gw kN/m3
gb kN/m3
gsat kN/m3
gsat kN/m3
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
= 9.00
= 12006.22 kN Muni Budhu before the last edition
L/D = 33.08Muni Budhu the last edition= 9.00
= 12006.22 kN
= 18219.42 kN Muni Budhu before the last edition
= 17472.23 kN Muni Budhu the last edition
= 17472.23 kN Use
ESA Methode
Medium Clay :
= 101.15
= 40.00
= 30.00 °OCR = 2.00
= 30.00 °
b = 0.41 Muni Budhu before the last edition= 4909.50 kN
= 20.00 °
Muni Budhu the last editionb = 0.26
= 3095.02 kN
Stiff Clay :
= 126.53
= 90.00= 28.00 °
OCR = 5.00
= 28.00 °
b = 0.63 Muni Budhu before the last edition= 4019.06 kN
= 18.67 °
Muni Budhu the last editionb = 0.40
= 2553.60 kN
= 1.57 °
Muni Budhu before the last edition
Nc
Qb
Nc
Qb
Qtot
Qtot
Qtot
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
ψp
= 14.72 Muni Budhu before the last edition= 140.75
= 30710.25 kN
= 28.00 °
Muni Budhu the last edition= 1.57 °
= 14.72
= 140.75
= 30710.25 kN
= 39638.81 kN Muni Budhu before the last edition
= 36358.87 kN Muni Budhu the last edition
= 36358.87 kN Use
Nq
sz kN/m2
Qb
j'
ψp
Nq
sz kN/m2
Qb
Qtot
Qtot
Qtot
GROUP PILE SINGLE PILE
Diameter (D) = 0.25 mFormation = 4 x 4Perimeter = 0.79 m
Area (A) = 0.0491
Water :
= 9.80
Medium Clay :
5.00
Lem
pung
Sed
ang
= 18.00
= 18.00 G.W.L2.72
Stiff Clay :3.27
= 18.50
TSA MethodeMedium Clay :
= 101.15
= 40.00
a = 0.83Muni Budhu before the last edition
= 201.30 kN
= 31.80Muni Budhu the last edition= 25.22
= 152.92 kN
Stiff Clay :
= 126.53
= 90.00
a = 0.50Muni Budhu before the last edition
= 115.57 kN
= 53.36Muni Budhu the last edition= 49.00
= 125.85 kN
= 9.00
m2
gw kN/m3
gb kN/m3
gsat kN/m3
Lem
pung
Ka
ku gsat kN/m3
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
Nc
= 39.76 kN Muni Budhu before the last edition
L/D = 33.08
Muni Budhu the last edition= 9.00
= 39.76 kN
= 5706.13 kN Muni Budhu before the last edition
= 5096.42 kN Muni Budhu the last edition
= 5096.42 kN Use
ESA MethodeMedium Clay :
= 101.15
= 40.00
= 30.00 °
OCR = 2.00
= 30.00 °b = 0.41
Muni Budhu before the last edition= 250.38 kN
= 20.00 °Muni Budhu the last editionb = 0.26
= 157.85 kN
Stiff Clay :
= 126.53
= 90.00
= 28.00 °OCR = 5.00
= 28.00 °b = 0.63
Muni Budhu before the last edition= 204.97 kN
= 18.67 °Muni Budhu the last editionb = 0.40
= 130.23 kN
= 1.57 °
Muni Budhu before the last edition= 14.72
Qb
Nc
Qb
Qtot
Qtot
Qtot
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
ψp
Nq
= 140.75Muni Budhu before the last edition
= 101.70 kN
= 28.00 °
Muni Budhu the last edition
= 1.57 °
= 14.72
= 140.75
= 101.70 kN
= 8912.93 kN Muni Budhu before the last edition
= 6236.50 kN Muni Budhu the last edition
= 6236.50 kN Use
sz kN/m2
Qb
j'
ψp
Nq
sz kN/m2
Qb
Qtot
Qtot
Qtot
SINGLE PILE
m
Med
ium
Cla
y
m
m
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Stiff
Clay
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Use
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Use
GROUP PILE
Diameter (D) = 0.35 mSpace (s) = 1.20 mFormation = 4 x 4
Perimeter = 15.80 m
Area (A) = 15.60
Water "
= 9.80
Medium Clay :5.00 m= 18.00
= 18.00 G.W.L2.72 m
Stiff Clay : 3.27 m= 18.50
TSA Methode
Medium Clay :
= 101.15
= 40.00
a = 0.83 Muni Budhu before the last edition= 4049.60 kN
= 31.80Muni Budhu the last edition= 25.22
= 3076.33 kN
Stiff Clay :
= 126.53
= 90.00
a = 0.50 Muni Budhu before the last edition= 2324.97 kN
= 53.36Muni Budhu the last edition= 49.00
= 2531.65 kN
m2
gw kN/m3
gb kN/m3
gsat kN/m3
gsat kN/m3
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
= 9.00
= 12638.02 kN Muni Budhu before the last edition
L/D = 23.63Muni Budhu the last edition= 9.00
= 12638.02 kN
= 19012.60 kN Muni Budhu before the last edition
= 18246.01 kN Muni Budhu the last edition
= 18246.01 kN Use
ESA Methode
Medium Clay :
= 101.15
= 40.00
= 30.00 °OCR = 2.00
= 30.00 °
b = 0.41 Muni Budhu before the last edition= 5037.01 kN
= 20.00 °
Muni Budhu the last editionb = 0.26
= 3175.41 kN
Stiff Clay :
= 126.53
= 90.00= 28.00 °
OCR = 5.00
= 28.00 °
b = 0.63 Muni Budhu before the last edition= 4123.45 kN
= 18.67 °
Muni Budhu the last editionb = 0.40
= 2619.93 kN
= 1.57 °
Muni Budhu before the last edition
Nc
Qb
Nc
Qb
Qtot
Qtot
Qtot
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
ψp
= 14.72 Muni Budhu before the last edition= 140.75
= 32326.31 kN
= 28.00 °
Muni Budhu the last edition= 1.57 °
= 14.72
= 140.75
= 32326.31 kN
= 41486.78 kN Muni Budhu before the last edition
= 38121.65 kN Muni Budhu the last edition
= 38121.65 kN Use
Nq
sz kN/m2
Qb
j'
ψp
Nq
sz kN/m2
Qb
Qtot
Qtot
Qtot
GROUP PILE SINGLE PILE
Diameter (D) = 0.35 mFormation = 4 x 4Perimeter = 1.10 m
Area (A) = 0.0962
Water :
= 9.80
Medium Clay :
5.00
Lem
pung
Sed
ang
= 18.00
= 18.00 G.W.L2.72
Stiff Clay :3.27
= 18.50
TSA MethodeMedium Clay :
= 101.15
= 40.00
a = 0.83Muni Budhu before the last edition
= 281.82 kN
= 31.80Muni Budhu the last edition= 25.22
= 214.09 kN
Stiff Clay :
= 126.53
= 90.00
a = 0.50Muni Budhu before the last edition
= 161.80 kN
= 53.36Muni Budhu the last edition= 49.00
= 176.18 kN
= 9.00
m2
gw kN/m3
gb kN/m3
gsat kN/m3
Lem
pung
Ka
ku gsat kN/m3
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
sz kN/m2
Su kN/m2
Qf
fs1 kN/m2
fs2 kN/m2
Qf
Nc
= 77.93 kN Muni Budhu before the last edition
L/D = 23.63
Muni Budhu the last edition= 9.00
= 77.93 kN
= 8344.83 kN Muni Budhu before the last edition
= 7491.25 kN Muni Budhu the last edition
= 7491.25 kN Use
ESA MethodeMedium Clay :
= 101.15
= 40.00
= 30.00 °
OCR = 2.00
= 30.00 °b = 0.41
Muni Budhu before the last edition= 350.54 kN
= 20.00 °Muni Budhu the last editionb = 0.26
= 220.98 kN
Stiff Clay :
= 126.53
= 90.00
= 28.00 °OCR = 5.00
= 28.00 °b = 0.63
Muni Budhu before the last edition= 286.96 kN
= 18.67 °Muni Budhu the last editionb = 0.40
= 182.33 kN
= 1.57 °
Muni Budhu before the last edition= 14.72
Qb
Nc
Qb
Qtot
Qtot
Qtot
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
sz kN/m2
Su kN/m2
j'cs
j'
Qf
j'
Qf
ψp
Nq
= 140.75Muni Budhu before the last edition
= 199.34 kN
= 28.00 °
Muni Budhu the last edition
= 1.57 °
= 14.72
= 140.75
= 199.34 kN
= 13389.35 kN Muni Budhu before the last edition
= 9642.36 kN Muni Budhu the last edition
= 9642.36 kN Use
sz kN/m2
Qb
j'
ψp
Nq
sz kN/m2
Qb
Qtot
Qtot
Qtot
SINGLE PILE
m
Med
ium
Cla
y
m
m
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Stiff
Clay
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Use
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Muni Budhu before the last edition
Muni Budhu the last edition
Use