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李围《隧道与地下工程FLAC解析方法》P221的问题 [复制链接]

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离线江心野鹤
 

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只看楼主 倒序阅读 使用道具 楼主  发表于: 2013-03-17
程序如下:
gen zon radcyl  p0 0 0 0 p1 10.55 0 0 p2 0 1 0 p3 0 0 10.55 &
             size 5 2 10 4 dim 5.55 5.55 5.55 5.55 rat 1 1 1 1.2 group outsiderocksy
plot block group
plot add axes red
gen zone cshell p0 0 0 0 p1 5.55 0 0 p2 0 1 0 p3 0 0 5.55 &
  size 1 2 10 4 dim 5.05 5.05 5.05 5.05 rat 1 1 1 1 group concretlinersy fill group insiderocksy
gen zon radcyl  p0 0 0 0 p1 0 0 -9  p2 0 1 0 p3 10.55 0 0 &
                size 5 2 10 4 dim 4 5.55 4 5.55 rat 1 1 1 1.2 group outsiderockxy
gen zone cshell p0 0 0 0 p1 0 0 -4 p2 0 1 0 p3 5.55 0 0 &
  size 1 2 10 4 dim 3.5 5.05 3.5 5.05 rat 1 1 1 1 group concretlinerxy fill group insiderockxy
plot block group
plot add axes red
gen zon brick  p0 0 0 10.55  p1 10.55 0 10.55  p2 0 1 10.55  p3 0 0 25.55  &
size 5 2 8  group outsiderock1
gen zon brick   p0 0 0 -34.55  p1 10.55 0 -34.55  p2 0 1 -34.55  p3 0 0 -9 &
size 5 2 12 group outsiderock2
gen zon brick   p0 10.55 0 0   p1 50 0 0    p2 10.55 1 0   p3 10.55 0 10.55 &
size 20 2 5 group outsiderock3
gen zon brick   p0 10.55 0 -9   p1 50 0 -9    p2 10.55 1 -9   p3 10.55 0 0 &
size 20 2 5 group outsiderock3
gen zon brick   p0 10.55 0 10.55   p1 50 0 10.55    p2 10.55 1 10.55  p3 10.55 0 25.55 &
size 20 2 8 group outsiderock4
gen zon brick   p0 10.55 0 -34.55   p1 50 0 -34.55    p2 10.55 1 -34.55   p3 10.55 0 -9 &
size 20 2 12 group outsiderock5
gen zon reflect dip 90 dd 90 orig 0 0 0
plot set rotation 30 0 30   ;显示三维图,绕x轴负方向转30度
set gravity 0 0 -10              ;设置重力加速度为z方向-10
fix z range z -34.56,-34.54       ;设置底边界
fix x range x -50.01,-49.99       ;设置左边界
fix x range x 49.99,50.01         ;设置右边界
fix y range y -0.01 0.01          ;设置前边界
fix y range y 0.99,1.01            ;设置后边界
model mohr                   ;莫尔~库仑模型
ini  density  2000             ;围岩的密度
prop bulk=7.14e8 shear=3.333e9 fric=25 coh=2e5 tension=1.0e5
Step 6000             ;求解6000次
Solve                         ;求解计算
save  Vrocknass.sav                   ;计算结果保存在Gsol.sav文件中
plot  cont  zdisp            ;绘制竖向位移场,如图6-14所示
plot  cont  xdisp            ;绘制竖向位移场,如图6-15所示
plot  cont  szz                    ;绘制竖向应力场,如图6-16所示
plot  cont  sxx                    ;绘制竖向应力场,如图6-17所示
plot block group
plot add axes red
ini xdis 0.0 ydis 0.0 zdis 0.0
ini density 2200 range group outsiderocksy any group outsiderocksz any  
prop bulk=1.923e9, shear=4.167e9 fric=35, coh=0.5e6 &
     tension=5e5, range group outsiderocksy any group outsiderocksz any
model null range group insiderocksz any group concretlinersz any
step 2000
save stepp1.sav
plot cont zdisp
sel shell id=1 range x -0.01 0.01 z -0.01 5.56 cyl end1 0 0 0 end2 0 1 0 rad 5.55
sel shell id=1 range x -0.01 0.01 z -0.01 5.56
sel shell id=1 prop iso=(21.0e9,0.2) thick=0.25
step 2000
plot cont zdisp
save stepp2.sav
;3-左下半断面开挖
plot block group
plot add axes red
model null range group insiderockxz any group concretlinerxz any
step 2000
save stepp3.sav
plot cont zdisp  
sel shell id=1 range  x -0.01 0.01 z -4.01 0.01
sel shell id=1 prop iso=(21.0e9,0.2) thick=0.25
step 2000
plot cont zdisp
save stepp4.sav
;5-右上半断面开挖
plot block group
plot add axes red
model null range group insiderocksy any group concretlinersy any
step 2000
save stepp5.sav
plot cont zdisp
sel shell id=1 range x -0.01 5.56 z -0.01 5.56 cyl end1 0 0 0 end2 0 1 0 rad 5.55
sel shell id=1 prop iso=(21.0e9,0.2) thick=0.25
step 2000
plot cont zdisp
save stepp6.sav
;7-右下半断面开挖
plot block group
plot add axes red
model null range group insiderockxy any group concretlinerxy any
step 2000
save stepp7.sav
plot cont zdisp
sel delete shell id=1 range x -0.01 0.01
sel shell id=1 prop iso=(21.0e9,0.2) thick=0.25
step 2000
save stepp8.sav
model elas range group concretlinerxy
model elas range group concretlinerxz
model elas range group concretlinersy
model elas range group concretlinersz
ini density 2600 range group concretlinerxy
ini density 2600 range group concretlinerxz
ini density 2600 range group concretlinersy
ini density 2600 range group concretlinersz
prop bulk=12.5e9, shear=16.667e9 range group concretlinerxy
prop bulk=12.5e9, shear=16.667e9 range group concretlinerxz
prop bulk=12.5e9, shear=16.667e9 range group concretlinersy
prop bulk=12.5e9, shear=16.667e9 range group concretlinersz
step 2000
plot cont zdisp
save stepp9.sav
plot block group
plot add axes red

————————————————————————————————————
为什么在ini xdis 0.0 ydis 0.0 zdis 0.0
ini density 2200 range group outsiderocksy any group outsiderocksz any  
prop bulk=1.923e9, shear=4.167e9 fric=35, coh=0.5e6 &
     tension=5e5, range group outsiderocksy any group outsiderocksz any
model null range group insiderocksz any group concretlinersz any
这一块出现不能识别块体的情况呢?
提示是;unrecognized outsiderocksz
雁去湘江烦寄语:此处有龙潜!
离线tzl55555

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只看该作者 1楼 发表于: 2013-03-18
我就是来抢沙发的,支持楼主
离线江心野鹤

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只看该作者 2楼 发表于: 2013-03-19
找到问题所在了
即建模时镜像没定义块体 outsiderocksz 、 concretlinersz 、 insiderocksz
雁去湘江烦寄语:此处有龙潜!
离线a410062344

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只看该作者 3楼 发表于: 2015-07-08
回 江心野鹤 的帖子
江心野鹤:找到问题所在了
即建模时镜像没定义块体 outsiderocksz 、 concretlinersz 、 insiderocksz  (2013-03-19 10:01) 

怎么解决的?
离线amzhaoyiran

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只看该作者 4楼 发表于: 2016-01-12
哈哈,我研究出来啦!楼主给了我启发。
离线amzhaoyiran

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只看该作者 5楼 发表于: 2016-01-12
个人觉得,李围的书错误太多,而且09年出版至今都不勘误。这个例子,如果用对称,显然和后面的开挖是对应不起来的
离线amzhaoyiran

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只看该作者 6楼 发表于: 2016-01-13


6-1 V级围岩施工过程模拟
1)建立隧道1/4圆周模型
gen zonradcyl  p0 0 0 0 p1 10.55 0 0 p2 0 1 0 p30 0 10.55 &
             size 5 2 10 4 dim 5.55 5.55 5.555.55 rat 1 1 1 1.2 group outsiderocksy
plotblock group
plot addaxes red
gen zonecshell p0 0 0 0 p1 5.55 0 0 p2 0 1 0 p3 0 0 5.55 &
  size 1 2 10 4 dim 5.05 5.05 5.05 5.05 rat 1 11 1 group concretlinersy fill group insiderocksy
gen zonradcyl  p0 0 0 0 p1 0 0 -9  p2 0 1 0 p3 10.55 0 0 &
                size 5 2 10 4 dim 4 5.55 4 5.55rat 1 1 1 1.2 group outsiderockxy
gen zonecshell p0 0 0 0 p1 0 0 -4 p2 0 1 0 p3 5.55 0 0 &
  size 1 2 10 4 dim 3.5 5.05 3.5 5.05 rat 1 1 11 group concretlinerxy fill group insiderockxy
plotblock group
plot addaxes red
gen zonbrick  p0 0 0 10.55  p1 10.55 0 10.55  p2 0 1 10.55 p3 0 0 25.55  &
size 5 28  group outsiderock1
gen zonbrick   p0 0 0 -34.55  p1 10.55 0 -34.55  p2 0 1 -34.55 p3 0 0 -9 &
size 5 212 group outsiderock2
gen zonbrick   p0 10.55 0 0   p1 50 0 0   p2 10.55 1 0   p3 10.55 0 10.55&
size 20 25 group outsiderock3
gen zonbrick   p0 10.55 0 -9   p1 50 0 -9   p2 10.55 1 -9   p3 10.55 0 0 &
size 20 25 group outsiderock3
gen zonbrick   p0 10.55 0 10.55   p1 50 0 10.55    p2 10.55 1 10.55  p3 10.55 0 25.55 &
size 20 28 group outsiderock4
gen zonbrick   p0 10.55 0 -34.55   p1 50 0 -34.55    p2 10.55 1 -34.55   p3 10.55 0 -9 &
size 20 212 group outsiderock5
gen zonereflect norm -1 0 0 orig 0 0 0
group 隧道右上 range gro insiderocksy z 0 5.05 x 0 5.05
group 隧道左上 range gro insiderocksy z 0 5.05 x 0 -5.05
group 隧道右下 range gro insiderockxy z 0 -5.05 x 0 5.05
group 隧道左下 range gro insiderockxy z 0 -5.05 x 0 -5.05
group 衬砌右上 range gro concretlinersy z 0 5.55 x 0 5.55
group 衬砌左上 range gro concretlinersy z 0 5.55 x 0 -5.55
group 衬砌右下 range gro concretlinerxy z 0 -5.55 x 0 5.55
group 衬砌左下 range gro concretlinerxy z 0 -5.55 x 0 -5.55
setgravity 0 0 -10              ;设置重力加速度为z方向-10
fix zrange z -34.56,-34.54       ;设置底边界
fix xrange x -50.01,-49.99       ;设置左边界
fix xrange x 49.99,50.01         ;设置右边界
fix yrange y -0.01 0.01          ;设置前边界
fix yrange y 0.99,1.01            ;设置后边界
model mohr                   ;莫尔~库仑模型
ini  density 2000             ;围岩的密度
propbulk=7.14e8 shear=3.333e9 fric=25 coh=2e5 tension=1.0e5
Step6000             ;求解6000
Solve                               ;求解计算
save  V级围岩.sav                     ;计算结果保存在V级围岩.sav文件中
plot  cont zdisp                        ;绘制竖向位移场,如图6-14所示
plot  cont xdisp                       ;绘制竖向位移场,如图6-15所示
plot  cont szz                    ;绘制竖向应力场,如图6-16所示
plot  cont sxx                    ;绘制竖向应力场,如图6-17所示
;1-左上半断面开挖
rest V级围岩.sav
plot block group
plot addaxes red
ini xdis0.0 ydis 0.0 zdis 0.0
inidensity 2200 range group outsiderocksy any
prop bulk=1.923e9, shear=4.167e9 fric=35, coh=0.5e6 &
     tension=5e5, range group outsiderocksy
modelnull range group 隧道左上 any group 衬砌左上 any
step 2000
save stepp1.sav
plot contzdisp
rest stepp1.sav
sel shellid=1 range x -0.01 0.01 z -0.01 5.56 cyl end1 0 0 0 end2 0 1 0 rad 5.55
sel shellid=1 range x -0.01 0.01 z -0.01 5.56
sel shellid=1 prop iso=(21.0e9,0.2) thick=0.25
step 2000
plot contzdisp
save stepp2.sav
;3-左下半断面开挖
rest stepp2.sav
plot block group
plot addaxes red
model null range group 隧道左下 any group 衬砌左下 any
step 2000
savestepp3.sav
plot contzdisp  
rest stepp3.sav
sel shellid=1 range  x -0.01 0.01 z -4.01 0.01
sel shellid=1 prop iso=(21.0e9,0.2) thick=0.25
step 2000
plot contzdisp
save stepp4.sav
;5-右上半断面开挖
rest stepp4.sav
plotblock group
plot addaxes red
model null range group 隧道右上 any group 衬砌右上 any
step 2000
savestepp5.sav
plot contzdisp
rest stepp5.sav
sel shellid=1 range x -0.01 5.56 z -0.01 5.56 cyl end1 0 0 0 end2 0 1 0 rad 5.55
sel shellid=1 prop iso=(21.0e9,0.2) thick=0.25
step 2000
plot contzdisp
savestepp6.sav
;7-右下半断面开挖
rest stepp6.sav
plot block group
plot addaxes red
model null range group 隧道右下 any group 衬砌右下 any
step 2000
save stepp7.sav
plot contzdisp
rest stepp7.sav
seldelete shell id=1 range x -0.01 0.01
sel shellid=1 prop iso=(21.0e9,0.2) thick=0.25
step 2000
save stepp8.sav
plo blogro
plot contzdisp
9-二次衬砌
reststepp8.sav
model elas range group 衬砌左上
model elas range group 衬砌左下
model elas range group 衬砌右上
model elas range group 衬砌右下
ini density 2600 range group衬砌左上
ini density 2600 range group衬砌左下
ini density 2600 range group衬砌右上
ini density 2600 range group衬砌右下
prop bulk=12.5e9, shear=16.667e9 range group 衬砌左上
prop bulk=12.5e9, shear=16.667e9 range group 衬砌左下
prop bulk=12.5e9, shear=16.667e9 range group 衬砌右上
prop bulk=12.5e9, shear=16.667e9 range group 衬砌右下
step 2000
plot contzdisp
save stepp9.sav
plot block group
plot addaxes red
离线amzhaoyiran

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只看该作者 7楼 发表于: 2016-01-13
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