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Subgrade Modulus

The document contains technical specifications for a cylindrical pile with a diameter of 0.6 meters and perimeter of 1.88496 meters. It also includes soil properties like density and modulus at various depths, with clay and sand identified. The last line gives the total vertical stiffness of 14137.17 kN/m.

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Mutiara Puspahati Cripstyani
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98 views1 page

Subgrade Modulus

The document contains technical specifications for a cylindrical pile with a diameter of 0.6 meters and perimeter of 1.88496 meters. It also includes soil properties like density and modulus at various depths, with clay and sand identified. The last line gives the total vertical stiffness of 14137.17 kN/m.

Uploaded by

Mutiara Puspahati Cripstyani
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Diameter = 0.

6 m

Perimeter = 1.88496 m
PIle efektif = 23 m
Number of Pile in x - direction = 0 pcs
Number of Pile in y - direction = 0 pcs
Number of Pile = 0 pcs
Pile spacing in x -direction = 0 m
Pile spacing in y - direction = 0 m
center of pile to outer side of pile cap x-direct = 0 m
center of pile to outer side of pile cap y-direct = 0 m
Cap length in x - direction = 0 m
Cap length in y - direction = 0 m
Fixity point = m

Depth Description Kh Kh
NSPT
ti (m) zi (m) Soil Des K/NK (kN/m3) (kN/m)

0
2 2 2 CLAY K 9,000 33,929
2 4 2 CLAY K 9,000 33,929
2 6 4 CLAY K 18,300 68,989
2 8 4 CLAY K 18,300 68,989
2 10 5 CLAY K 25,900 97,641
2 12 15 CLAY K 154,600 582,828
2 14 9 CLAY K 73,800 278,219
2 16 11 CLAY K 100,200 377,745
2 18 9 CLAY K 73,800 278,219
2 20 9 CLAY K 73,800 278,219
2 22 7 CLAY K 49,800 187,742
2 24 7 CLAY K 49,800 187,742
2 26 6 CLAY K 40,600 153,058
2 28 12 CLAY K 115,700 436,179
2 30 18 CLAY K 198,000 746,442
2 32 30 CLAY K 374,100 1,410,324
2 34 56 SAND NK 49,400 186,234
2 36 56 CLAY K 746,800 2,815,370
2 38 60 CLAY K 788,800 2,973,706
2 40 0 0

kV 14137.17 kN/m

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