见了一个分离式隧道的模型,模拟自重应力场竖向应力成这样的了。不知道怎么回事,竖向位移也很莫名其妙的。 T*C
F5S
程序如下。 #)48dW!n
gen zon radcyl p0 7.9 0 0 p1 14.3 0 0 p2 7.9 1 0 p3 7.9 0 6.4 size 5 2 10 4 dim 5.6 5.6 5.6 5.6 rat 1 1 1 1.2 group outrockys U H+#Nel+!
gen zon cshell p0 7.9 0 0 p1 13.8 0 0 p2 7.9 1 0 p3 7.9 0 5.9 size 1 2 10 4 dim 5.3 5.3 5.3 5.3 rat 1 1 1 1 group liningys fill group inrockys r4X\/
gen zon reflect dip 90 dd 270 orig 7.9 0 0 R^$EnrY(<
*V+,X
gen zon radcyl p0 7.9 0 0 p1 7.9 0 -4 p2 7.9 1 0 p3 14.3 0 0 size 5 2 10 4 dim 3.5 5.6 3.5 5.6 rat 1 1 1 1.2 group outrockyx xI#rnx*
gen zon cshell p0 7.9 0 0 p1 7.9 0 -3.5 p2 7.9 1 0 p3 13.8 0 0 size 1 2 10 4 dim 3.2 5.3 3.2 5.3 rat 1 1 1 1 group liningyx fill group inrockyx 7h41 E#
gen zon reflect dip 90 dd 270 orig 7.9 0 0 range group liningyx any group inrockyx any group outrockyx any 3,*A VcQA
]BRwJ2< x
m MWhUr
gen zon brick p0 0 0 -4 p1 1.5 0 -4 p2 0 1 -4 p3 0 0 0 size 3 2 5 group outrock1 jA~omX2A
gen zon brick p0 14.3 0 -4 p1 65 0 -4 p2 14.3 1 -4 p3 14.3 0 0 size 20 2 5 group outrock1 >o&%via}
gen zon brick p0 0 0 0 p1 1.5 0 0 p2 0 1 0 p3 0 0 6.4 size 3 2 5 group outrock2 1P'L<z
gen zon brick p0 14.3 0 0 p1 65 0 0 p2 14.3 1 0 p3 14.3 0 6.4 size 20 2 5 group outrock2 $nIE;idk
t,0}}9%?
gen zon brick p0 0 0 6.4 p1 1.5 0 6.4 p2 0 1 6.4 p3 0 0 36 size 3 2 10 group outrock3 s[/d}S@ >
gen zon brick p0 14.3 0 6.4 p1 65 0 6.4 p2 14.3 1 6.4 p3 14.3 0 36 size 20 2 10 group outrock3 OUO'w6m!
gen zon brick p0 1.5 0 6.4 p1 14.3 0 6.4 p2 1.5 1 6.4 p3 1.5 0 36 size 10 2 10 group outrock3 "s_S!;w@
QGGBI Ku
gen zon brick p0 0 0 -24 p1 1.5 0 -24 p2 0 1 -24 p3 0 0 -4 size 3 2 8 group outrock4 U#w0 E G
gen zon brick p0 14.3 0 -24 p1 65 0 -24 p2 14.3 1 -24 p3 14.3 0 -4 size 20 2 8 group outrock4 iYw1{U
gen zon brick p0 1.5 0 -24 p1 14.3 0 -24 p2 1.5 1 -24 p3 1.5 0 -4 size 10 2 8 group outrock4 55] MRv
e.XD5~Ax
gen zon reflect dip 90 dd 270 orig 0 0 0 kJNg>SN*@#
plot block group %Q.M& U
SJ;{ Hg
set gravity 0 0 -10 #}~?8/h!
fix z range z -24.01,-23.99 R*k;4*1u
fix x range x -65.01,-64.99 )S`Yl;oL
fix x range x 64.99,65.01 U;u4ey
fix y range y -0.01,0.01 4 2,dHYdt
fix y range y 0.99,1.01
H<g8u{
$
model mohr a~JZc<ze
ini density 2400 *r9D+}Y(4
prop bulk=6e9,shear=10e9 fric=45,coh=1.2e6 tension=15e5 4&e<Sc64
set mech ratio=5e-6 R6z *!W{
solve n? =O@yq
拜托了,在线等。