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………… w3bH|VnU8;
new Gx* 0$4xJ3
gen zone brick p0=(0,0,0) p1=(3,0,0) p2=(0,1,0) p3=(0,0,3) size 2 1 3 [.Wt,zrE
gen zone brick p0=(3,0,0) p1=(35,0,0) p2=(3,1,0) p3=(3,0,3) size 17 1 3 v7OV;e a$
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 cxJK>%84
fix x y z range z -0.1 0.1 I/b8
fix x range x 34.9 35.1 $\@ V4
fix x range x -0.1 0.1 +=H>s;B
fix y ,JBw$ C
model elastic T[[
property density 2000 bulk 3e9 shear 1e9 8OtUY}R
set gravity 0 0 -10.0 tfKeo|DM"
solve z &vms
initial xdisplacement 0 ydisplacement 0 zdisplacement 0 gsR9M%mv
initial xvelocity 0 yvelocity 0 zvelocity 0 FR6I+@ oX~
model mohr <C96]}/ ?
property density 2050 bulk 1e8 shear 3e7 cohesion 12380.0 tension 0.98e6 friction 15 dila 15 k42ur)pb
solve N[bf.5T
plot contour ssi outline on vel red <w2NJ ~M^
dUtIAh-j
