条件：该工程为一加筋土边坡，边坡为人工填筑体，边坡高度为10m，初始设计坡面角度为70°。边坡修建于基岩上部，取40m作为分析对象，边坡前部基岩长度为25m，基岩厚度为10m。筋材采用土工格栅，抗拉刚度为1000kN/m。
命令流：n
gen zone brick &
p0 0 0 0 p1 40 0 0 p2 0 2 0 p3 0 0 10 size 80 4 20
gen zone brick &
p0 15 0 10 p1 40 0 10 p2 15 2 10 p3 18.64 0 20 &
p4 40 2 10 p5 18.64 2 20 p6 40 0 20 p7 40 2 20 &
size 50 4 20
group 1 range z 0 10
group 2 range z 10 20 x 15 30
group 3 range z 10 20 x 30 40
fix x range x -0.1 0.1
fix x range x 39.9 40.1
fix y range y -0.1 0.1
fix y range y 1.9 2.1
fix z range z -0.1 0.1
fix X range z -0.1 0.1
fix Y range z -0.1 0.1
model mohr range group 1
property bulk 5.83e7 shear 2.69e7 &
coh 360e3 fric 25.3 tension 8.5e7
initial density 5000
model mohr range group 2
property bulk 5.83e7 shear 2.69e7 &
coh 8.24e3 fric 29.49 tension 5.6e6
initial density 3000
model mohr range group 3
property bulk 5.83e7 shear 2.69e7 &
coh 8.24e3 fric 29.49 tension 5.6e6
initial density 3000
set gravity 0 0 -10
initial xdis 0 ydis 0 zdis 0 sxx 0 syy 0 szz 0
solve
pl zo

求格栅参数 有偿

老哥 能加下你的企鹅吗