用FLAC3D程序写了个边坡稳定性的程序，得到的结果，不会分析啊，是哪写错了吗？请高手指点下………… jU1 ([(?"
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gen zone brick p0=(0,0,0) p1=(3,0,0) p2=(0,1,0) p3=(0,0,3) size 2 1 3 `0@onDQVc=
gen zone brick p0=(3,0,0) p1=(35,0,0) p2=(3,1,0) p3=(3,0,3) size 17 1 3 ?v]EXV3
gen zone brick p0=(3,0,3) p1=(35,0,3) p2=(3,1,3) p3=(18,0,13) p4=(35,1,3) p5=(18,1,13) p6=(35,0,13) p7=(35,1,13) size 17 1 10 O|t@p=]
fix x y z range z -0.1 0.1 LwpO_/qV
fix x range x 34.9 35.1 j@jaFsX |
fix x range x -0.1 0.1 DKd:tL24&
fix y beLT4~Z=
model elastic SxC
property density 2000 bulk 3e9 shear 1e9 |1sl>X,
set gravity 0 0 -10.0 x|#R$^4CY
solve 3 "ALohlL
initial xdisplacement 0 ydisplacement 0 zdisplacement 0 JXG%Cx!2}
initial xvelocity 0 yvelocity 0 zvelocity 0 %3L4&W _T
model mohr oDY
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property density 2050 bulk 1e8 shear 3e7 cohesion 12380.0 tension 0.98e6 friction 15 dila 15 PZVh)6f"c
solve d ] J5c
plot contour ssi outline on vel red w1Z9@*C!
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