hwl

TEMPORARYSTEEL SHEET PILES –

HORIZONTAL STRUT WORKS

Design Case

Soil Layer 1

g=16 kN/m2, c= 10 kN/m3, F=150

Soil Layer 2

g=17 kN/m2, c= 10 kN/m3, F= 250

Soil Layer 3

g=18 kN/m2, c= 5 kN/m3, F= 300