Date post: | 07-Oct-2014 |
Category: |
Documents |
Upload: | hardywillim |
View: | 298 times |
Download: | 16 times |
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