TITLE
 
Example Problem from FHWA-RD-89-043
50 degree slope 18.9 m high
Demonstration of reinforcement options
UNITS
0 0 0 0
OPTIONS
3 4 3 0 0 0
1 1 0
SIMPLE
100 100 18.9 50 0 12 0
18.9 0 34 19.6 12 34
1.5 1.5
PROFIL
4 3
81.1 100 100 100 2
100 100 115.86 118.9 1
115.86 118.9 172.56 118.9 1
100 100 172.56 100 2
SOIL
2
18.9 18.9 0 34 0 0 0
19.6 19.6 12 34 0 0 0
LOADS
1
115.86 172.56 12 0
BLOCK2
100 2 18.9
100.3048 100 100.6096 100 0
107.93 100 162.51 100 0
CIRCL2
10 10 100 111.89 115.86 155.87 0 2.66 45 0
REINF
100 118.9 1
1 1 3 2 0.54 0.67 0.67 0.67
30
100 15.96 0 100
100.4 15.83 0 100
100.8 15.71 0 100
101.2 15.59 0 100
101.6 15.46 0 100
102 15.34 0 100
102.4 15.22 0 100
102.8 15.1 0 100
103.2 14.97 0 100
103.6 14.85 0 100
104.2 14.66 0 100
104.6 14.54 0 100
105 14.42 0 100
105.4 14.3 0 100
105.8 14.17 0 100
106.4 11.94 0 100
107 12.12 0 100
107.6 12.3 0 100
108.2 12.45 0 100
108.8 12.49 0 100
109.4 12.58 0 100
110 12.94 0 100
110.8 11.08 0 100
111.4 11.11 0 100
112 11.13 0 100
112.8 11.06 0 100
114 10.96 0 100
115.2 10.85 0 100
116.4 11.03 0 100
117.8 11.85 0 100
DESIGN
1.5 1.5 100 118.9 1 0.2
100 0
1 3 2 0.54 0.67 0.67 0.67
STRENGTH
1.5 1.5 100 118.9 1 0.75
1 3 2 0.54 0.67 0.67 0.67
END