📄 ex1.c
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MANUAL EX1
VALUES OF OP.1-OP.6
0 0 0 0 0 0
UNIT WEIGHT OF WATER= 9.800
WATER LEVEL OUTSIDE THE SLOPE= 25.000
SEISMIC FORCE CO-EFFIC.= .000
OFOS= 0
LLOAD= 0
TESION= 0
IDEFT= 0
NUMBER OF POINTS= 10
NO.OF POINTS XN YN
1 .000 25.000
2 30.000 25.000
3 50.000 35.000
4 70.000 35.000
5 40.000 27.000
6 50.000 29.000
7 54.000 31.000
8 70.000 31.000
9 52.000 24.000
10 70.000 24.000
NUMBER OF SOIL LAYERS= 3
NUMBER COHESION FRICTION DENSITY(W)DENSITY(S)PORE PRESSURE
1 .000 38.000 19.500 19.500 0
2 5.300 23.000 19.500 19.500 0
3 7.200 20.000 19.500 19.500 0
NUMBER OF LINES= 9
LINE NO. POINT NUMBER SOIL NO.
1 1 2 3
2 2 3 1
3 3 4 1
4 2 5 3
5 5 6 2
6 6 7 2
7 7 8 2
8 5 9 3
9 9 10 3
NUMBER OF PHREATIC LINES= 5
LINE NO. POINT NUMBER SOIL NO.
1 1 2 3
2 2 5 3
3 5 6 2
4 6 7 2
5 7 8 2
NUMBER OF READ POINTS ON FAILURE SURFACE= 4
N.D(I) SET BY DEFAULT 2.493972E-01 -9.328716E-03 -1.904369E-01
-3.456724E-01
NOPT 12
NO,LNO 0 0
NO. X1 Y1 NL AL DELT
1 30.000 25.000 0 .000 14.289
8 40.000 26.000 2 -180.000 -.534
12 47.000 30.000 2 -180.000 -10.911
16 53.000 35.000 1 -180.000 -19.806
LNO= 0
LOO(I)
NO.RANDDOM SERACH, NO. SEEDS 1000 3
SEEDS= 2 4 6
BAND WITHDS .000 3.500 4.500 5.000
THIS PROGRAM IS PROVIDED WITH
MID-CHINA DESIGN INSTITUTE 2,000
SERIAL NUMBER IS: 961003 COPY(S)=3
NUM= 1
NUM1= 3
NUM= 2
NUM1= 2 1
LNUM= 3
NUM= 1 2 3
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