new
gen zone brick p0 0 0 -50 p1 27.5 0 -50 p2 0 5 -50 p3 0 0 -10 size 8 1 10 group clay
gen zone brick p0 27.5 0 -50 p1 100 0 -50 p2 27.5 5 -50 p3 27.5 0 -10 ratio 1.1 1 1 size 12 1 10 group clay
gen zone brick p0 0 0 -10 p1 27.5 0 -10 p2 0 5 -10 p3 0 0 0 ratio 1 1 0.8 size 8 1 4 group soil
gen zone brick p0 27.5 0 -10 p1 100 0 -10 p2 27.5 5 -10 p3 27.5 0 0 ratio 1.1 1 0.8 size 12 1 4 group soil
gen zone brick p0 0 0 0 p1 27.5 0 0 p2 0 5 0 p3 0 0 5 p4 27.5 5 0 &
p5 0 5 5 p6 20 0 5 p7 20 5 5 size 8 1 5 group dam
fix x y z ran z -49.9 -50.1
fix x ran x -.1 .1
fix x ran x 99.9 100.1
fix y
model mohr ran z -50 0
model null ran z 0 5
prop bulk 7.8e6 shear 3.0e6 coh 10e10 tension 1e10 ran group soil
ini dens 1500 ran group soil
prop bulk 3.91e6 shear 1.5e6 coh 10e10 tension 1e10 ran group clay
ini dens 1800 ran group clay
set grav 0 0 -9.8
hist id=1 unbal
solve
prop bulk 7.8e6 shear 3.0e6 coh 10e3 fric 15 ran group soil
prop bulk 3.91e6 shear 1.5e6 coh 20e3 fric 20 ran group clay
solve
save elastic.sav
ini xdis 0 ydis 0 zdis 0 ;将节点位移清零
ini xvel 0 yvel 0 zvel 0 ;将节点速度清零
hist id=2 gp zdis 0 0 0 ;记录地基顶部中心点的沉降
hist id=3 gp zdis 27.5 0 0 ;记录路基坡脚处的沉降
hist id=4 gp xdis 27.5 0 0 ;记录路基坡脚处的水平位移
model elastic ran z 0 1 ; ;激活0 m ~ 1 m的单元
prop bulk 7.8e6 shear 3.0e6 ran z 0 1
ini dens 1500 ran z 0 1
solve ;按软件默认精度求解
save fill-1.sav
model elastic ran z 1 2
prop bulk 7.8e6 shear 3.0e6 ran z 1 2
ini dens 1500 ran z 1 2
solve
save fill-2.sav
model elastic ran z 2 3
prop bulk 7.8e6 shear 3.0e6 ran z 2 3
ini dens 1500 ran z 2 3
solve
save fill-3.sav
model elastic ran z 3 4
prop bulk 7.8e6 shear 3.0e6 ran z 3 4
ini dens 1500 ran z 3 4
solve
save fill-4.sav
model elastic ran z 4 5
prop bulk 7.8e6 shear 3.0e6 ran z 4 5
ini dens 1500 ran z 4 5
solve
save fill-5.sav
这个是陈育民老师第七章路基施工的例子，我想监测从第一步到最后一步竖直方向的沉降，要怎么设置。。
我是这样弄得
rest elastic.sav
model elastic ran z 0 1prop bulk 7.8e6 shear 3.0e6 ran z 0 1
ini dens 1500 ran z 0 1
model elastic ran z 1 2
prop bulk 7.8e6 shear 3.0e6 ran z 1 2
ini dens 1500 ran z 1 2
model elastic ran z 2 3
prop bulk 7.8e6 shear 3.0e6 ran z 2 3
ini dens 1500 ran z 2 3
model elastic ran z 3 4
prop bulk 7.8e6 shear 3.0e6 ran z 3 4
ini dens 1500 ran z 3 4
model elastic ran z 4 5
prop bulk 7.8e6 shear 3.0e6 ran z 4 5
ini dens 1500 ran z 4 5
plot con xdis
set movie avi step 10 file movie.avi
movie start
solve
就是在最后加上设置动画的参数等，不过得出的沉降值不一样。是不是这样设置动画不对啊，我后来每一步都设置动画
plot con xdis
set movie avi step 10 file movie.avi
movie start
solve向这样，出来movie1、movie2 、movie3、movie4、movie5不过这样出来的动画不是监测整个过程就断开了，不是自己想得到的要监测整个沉降变形的动画。。还望大神指点。。
