Perhitungan Geotextile [PDF]

PERHITUNGAN KEMAMPUAN GEOTEXTILE DENGAN BEBAN PERKERASAN RIGID Dimensi tipikal perkerasan rigid per segmen P 5m L 3.75

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PERHITUNGAN KEMAMPUAN GEOTEXTILE DENGAN BEBAN PERKERASAN RIGID Dimensi tipikal perkerasan rigid per segmen P 5m L 3.75 m Luas 18.75 m2

3.75 m

5m 100 kN

Rigid

25 cm



24 kN/m3

B‐0

8 cm



22 kN/m3

Sirtu

60 cm



19 kN/m3

Tanah Lunak N SPT q 39.000 > Angka Keamanan

29.827 kN/m2 = 39/29,827

=

1.3 .....(OK)