project
Type-4 analysis for Tanata wall in 1995 Kobe earthquake with interface friction factor=1.0; with post-peak consideration
event
1
Type-4 analysis for Tanata wall; kh= 0 condition
unit
1
facing
1
22.00
0.0, 0.0
00.00, 30.00
00.00, 40.00
00.00, 00.00, -0.50, 0.00, -0.20, 5.80, 0.00, 5.80 
slope profile
4
-3.50, 0.50
00.00, 0.50
00.00, 5.80
10.00, 5.80
failure surface
4, 3, 1.0
04.500, 10.00, 0.2
02.500, 05.000, 0.2
00.000, 03.500, 0.2
00.000, 00.000, 3.5, 0.2
slice
0.2
safety factor
0.002
0.1
0.1
mohr-coulomb
1
0.0, 45.0, 0.0
residual
1
1, 41.0, 5.0
soil profile
1
21.3, 2
-3.5, -2.0, 12.0, -2.0
displacement
0.01, 15.0
hyperbolic soil
1
400.0, 0.4, 0.83
reinforcement
16
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 3.00, 00.00, 00.50, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 00.80, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 01.10, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 01.40, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 01.70, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 3.00, 00.00, 02.00, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 02.30, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 02.60, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 02.90, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 03.20, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 3.00, 00.00, 03.50, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 03.80, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 04.10, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 04.40, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 2.50, 00.00, 04.70, 1, 00.00, 1.0
00.00, 40.00, 90.00, 2.0, 1.5, 1.0, 00.00, 3.00, 00.00, 05.00, 1, 00.00, 1.0
hyperbolic pullout
1
30.0, 1.0, 00.00, 40.0, 10.0, 0.1, 0.7
seismic coefficient
0.00, 0.00
pause
continue
event
2
seismic condition: kh=0.05; kv=0
seismic coefficient
0.05, 0.0
continue
event
3
seismic condition: kh=0.1; kv=0
seismic coefficient
0.1, 0.0
continue
event
4
seismic condition: kh=0.15; kv=0
seismic coefficient
0.15, 0.0
continue
event
5
seismic condition: kh=0.20; kv=0
seismic coefficient
0.20, 0.0
continue
event
6
seismic condition: kh=0.25; kv=0
seismic coefficient
0.25, 0.0
continue
event
7
seismic condition: kh=0.30; kv=0
seismic coefficient
0.30, 0.0
continue
event
8
seismic condition: kh=0.35; kv=0
seismic coefficient
0.35, 0.07
continue
event
9
seismic condition: kh=0.40; kv=0
seismic coefficient
0.40, 0.0
continue
event
10
seismic condition: kh=0.45; kv=0
seismic coefficient
0.45, 0.0
continue
event
11
seismic condition: kh=0.50; kv=0
seismic coefficient
0.50, 0.0
continue
event
12
seismic condition: kh=0.55; kv=0
seismic coefficient
0.55, 0.0
continue
event
13
seismic condition: kh=0.60; kv=0
seismic coefficient
0.60, 0.0
continue
event
14
seismic condition: kh=0.65; kv=0
seismic coefficient
0.65, 0.0
continue
event
15
seismic condition: kh=0.70; kv=0
seismic coefficient
0.70, 0.0
continue
event
16
seismic condition: kh=0.75; kv=0
seismic coefficient
0.75, 0.0
continue
event
17
seismic condition: kh=0.80; kv=0
seismic coefficient
0.80, 0.0
continue
event
18
seismic condition: kh=0.85; kv=0
seismic coefficient
0.85, 0.0
end