TITLE

Example 1 - Reinforcement Design Example
60 degree slope 7.6 m high
Taken from Christopher and Leshchinsky (1991)
UNITS
0 0 0 0
OPTIONS
3 4 3 0 0 0
1 1 0
SIMPLE
300 30 7.6 60 0 0 0
19.6 0 35 19.6 0 35
1.3 1.3
PROFIL
4 3
292.4 30 300 30 2
300 30 304.39 37.6 1
304.39 37.6 327.19 37.6 1
300 30 327.19 30 2
SOIL
2
19.6 19.6 0 35 0 0 0
19.6 19.6 0 35 0 0 0
BLOCK2
100 2 7.6
300.3048 30 300.6096 30 0
302.2 30 323.23 30 0
CIRCL2
10 10 300 303.29 304.39 320.72 0 1.04 54 0
REINF
30 37.6 0.9144
0 1 10 2 0.42 0.67 0.42 0.42
0
DESIGN
1.3 1.3 30 37.6 1 0.3
86 0
1 5 2 0.42 0.67 0.42 0.42
STRENGTH
1.3 1.3 30 37.6 1 0.6
1 5 2 0.42 0.67 0.42 0.42
END