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盾构隧道施工flac3d模拟程序

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lsel,s,line,,128 qb&*,zN  
lesize,all,,,2 GcuZPIN%D  
lsel,s,line,,99 uypD`%pC  
lesize,all,,,2 h*LIS@&9C5  
amesh,39 o/R-1\Dn  
allsel #Z :r  
y+a&swd2(U  
JFfx9%Fq  
lsel,s,line,,93 N5^:2ag  
lesize,all,,,2 =E}/Z  
amesh,30 
?=/l@d  
allsel 1Q<a+ l  
S:gP\Atf>  
_ 0-YsD  
lsel,s,line,,13 `|R{^Sk1o  
lesize,all,,,7 5zU$_M  
amesh,10 i|*:gH  
allsel R##O9BSI8Z  
amesh,11 8QU`SoS9  
allsel RaAq>B WPr  
amesh,43 AOpf
Byw  
allsel j.o)!SA  
l<5!R;?$  
lsel,s,line,,33 Ae1},2py  
lesize,all,,,8 q6q=,<T%S  
amesh,25 =$MV3]  
allsel n}2}4^  
&3rh{"^9  
lsel,s,line,,140 0/c4%+ Ln  
lesize,all,,,2 tZJKB1#WbP  
amesh,44 Js'|N%pi  
allsel '?\Hm'8  
-szvO_UP  
lsel,s,,,130,140,10 bbz86]AhY  
LCCAT,all   Epx.0TA=t  
ESIZE,5,0, NFQ0/iuW  
ACLEAR,59 N3,EF1%  
AMAP,59,117,32,71,70 ,W.O*vC
A  
allsel x[]n\\a?  
amesh,29 t<4+CC2H  
allsel ~!@a  
fSj^/>  
lsel,s,line,,150 Ba"Z^(:  
lesize,all,,,2 <3i!{"}  
amesh,48 !+i  
allsel by-B).7  
amesh,5 _]B'C  
allsel C3|M\[*fp  
xSw ^v6!2  
lsel,s,line,,1,2,1 'Ic
$p>  
lesize,all,,,17 \2uQ"kJC  
lsel,s,,,3,6,3 =h4XsV)rO  
lesize,all,,,2 -q[?,h  
amesh,2 0 ~VniF^  
allsel %0L9)-R  
}psJ'aiG*  
lsel,s,,,3,4,1 |@Bl?Bs+  
LCCAT,all   k5
((@[  
ESIZE,5,0, QHK$2xtq|  
ACLEAR,49 %|UCs8EFm  
AMAP,49,84,7,1,125 -|g~--@Q  
allsel <Dl7|M  
[8<)^k  
lsel,s,,,5,6,1 ri6_u;Ch  
LCCAT,all   ENygD  
ESIZE,5,0, @`)A
)  
ACLEAR,50 k5(@n>p  
AMAP,50,2,30,29,9 Y7= *-  
allsel -Zkl\A$>  
amesh,4 <yBZsSj  
allsel 7&E3d P  
sT|8a  
lsel,s,line,,148 \It8+^d@  
lesize,all,,,6 >IsRd  
amesh,3 }Dm-Ibdg(  
allsel }5\F<b^@Y  
_uID3N%  
lsel,s,line,,103 4Z,MqG>  
lesize,all,,,18 M#UW#+*g!  
lsel,s,,,117,128,11 x8w455  
LCCAT,all   "1t%J7c_  
ESIZE,5,0, 5$/ED3mcK  
ACLEAR,58 b|P[\9  
AMAP,58,106,94,37,65 CtfI&rb[  
allsel ihdN{Mx<2  
amesh,12 pO[ @2tF  
allsel f.4r'^  
amesh,31 unKi)v1  
allsel zuwlVn  
lsel,s,line,,95 &]iiBp#2  
lesize,all,,,10 A}W)La\  
amesh,33 q#$Al  
allsel %We~k'2f  
$hXhq*5|c  
OrNi<TY>  
lsel,s,,,17,63,46 Dk[m)]w\  
LCCAT,all   O`<id+rx  
ESIZE,5,0, R7pdwKD  
ACLEAR,53 K-vG5t0$\/  
AMAP,53,97,96,80,38 pUi|&F K">  
allsel t"4RGO)jh  
amesh,46 >+ZBQ]~  
allsel _~]~ssn,1  
{}RE;5n\['  
lsel,s,line,,134 N8S!&*m  
lesize,all,,,6 %&w 8E[  
amesh,1 D+.< kY.  
allsel 2[-@ .gH  
amesh,27 IYAvO%~  
allsel T%zCAfx m  
S{wR Z|8U  
LDELE,135   Vz_ac vfk^  
lcomb,162,136 P&I%!'<   
lcomb,147,163  qmQ}  
LDELE,147 :4JqT|nS  
LDELE,163 !'scOWWn  
LDELE,138 3h N?l :/b  
LDELE,144 xgeDfpF'  
lcomb,137,161 $$'a  
lcomb,135,164 |W $epOLg  
LDELE,143 YNHQbsZUI,  
amesh,45 k+qxx5{  
allsel *XN|ZGl/  
SUGB)vEa  
lsel,s,,,21,136,115 Z8
mSm[w  
LCCAT,all   vl}fC@%WRI  
ESIZE,5,0, ,zXP,(x  
ACLEAR,62 <7  
AMAP,62,44,13,129,155 \<n 9kwU  
allsel I'sq0
^
  
amesh,28 o}^/Km+t  
allsel ,^Ug[pGG-  
V%|CCrR  
lsel,s,line,,41 VT@,RlB0  
lesize,all,,,2 ^lw0} i  
lsel,s,,,16,17,1
oY NIJXln  
lsel,a,,,65 7tZvz `\  
LCCAT,all   s}1S6*Cr  
ESIZE,5,0, nf%"7y{dd  
ACLEAR,60 'J[n}r  
AMAP,60,65,66,36,35 g#W/WKvM  
allsel WRdBL5  
-9D2aY_>  
lsel,s,,,8,111,103 fS@V`"O6  
LCCAT,all   44r@8HO1  
ESIZE,5,0, \+9~\eeXb  
ACLEAR,51 --D&a;CO}  
AMAP,51,35,36,18,80 S`w_q=-^8  
allsel *- S/{ .&  
\Ei(HmEU  
Sh@en\m=#S  
lsel,s,line,,107 II,snRD  
lesize,all,,,2 3AQu\4+A  
lsel,s,,,66,111,45 Gd%X> ~  
LCCAT,all   GS*Mv{JJ  
ESIZE,5,0, NP+*L|-;  
ACLEAR,52 tMy<MO)Ei  
AMAP,52,66,111,23,17 s3Wjg  
allsel _x'?igy  
amesh,6 iHYvH   
allsel Y-ZTv(<  
amesh,34 :c?}~a~JO(  
allsel r.~^h^c]  
amesh,35 ?7eD<|  
allsel ;$FpxurX  
amesh,8 {hRM=f7  
allsel E0lro+'lS  
amesh,7 cUDo}Yu  
allsel +G.F'  
amesh,64  MYk%p'  
allsel {K,KIj"  
amesh,47 '#*5jn]CqB  
allsel KD(}-zUs  
5 0KB:1(g  
lsel,s,,,113,137,24 ^1}Y=!&  
LCCAT,all   h ycdk1SN  
ESIZE,5,0, lk[BS*  
ACLEAR,67 WF&?OHf2  
AMAP,67,155,156,40,39  y5!fbmf  
allsel y]YUuJ9a  
amesh,56 ?c7} v  
allsel }b$W+/M\  
O\z]1`i*o  
lsel,s,,,21,67,46 ^?Y x{r~9  
LCCAT,all   ?*K{1Ghf  
ESIZE,5,0, ;5.S"  
ACLEAR,54 h+"UK=  
AMAP,54,40,39,76,77 I}!ErV  
allsel id=:J7!QU  
*y@Xm~ld  
lsel,s,,,68,113,45 xA7Aw0  
LCCAT,all   4],*y`& g  
ESIZE,5,0, g UAx8=h  
ACLEAR,55 gq`S`  
AMAP,55,41,43,77,42 Q[Xh{B  
allsel PQJI~u9te}  
Q"VS;uh.v  
lsel,s,,,48,50,1 a%igc^GS2  
LCCAT,all   !$1'q~sO  
ESIZE,5,0, y<0RgG1qp  
ACLEAR,63 jVxX! V  
AMAP,63,112,42,69,70 \(g/::|  
allsel 8gK  <xp  
amesh,32 =IC cN|  
allsel X 8#Uk}/  
>dU.ic?19  
lsel,s,line,,109 ,%!E-gr  
lesize,all,,,6 KO''B or  
amesh,23  |tVWmm^m  
allsel >$ok3-tuU  
6{8
dv9tK  
lsel,s,,,10,11,1 $(A LxC  
lsel,a,,,112,139,27 D&C83^m  
lsel,a,,,151 -]$=.0 l  
LCCAT,all   F&[MyXU4  
ESIZE,5,0, 9s9_a4t5  
ACLEAR,66 9~Ve}NB#z&  
AMAP,66,57,56,41,23 R&P}\cf8T  
allsel Q}(D^
rGP3  
A KjCm*K(q  
lsel,s,,,118,119,1 ~V`F5B  
lsel,a,,,19 G1z0q3< B  
LCCAT,all   .CY;-  
ESIZE,5,0, k'b'Ay(<  
ACLEAR,61 |tua*zEsS  
AMAP,61,55,56,41,78 XxeyGs^%9  
allsel x+;"(]#  
jYJRG<*e  
lsel,s,,,51,53,2 y%NZ(Y,v  
LCCAT,all   66jL2XU<  
ESIZE,5,0, *$/!.e  
ACLEAR,57 wz1fl#WU  
AMAP,57,54,55,71,59 PEIf)**0N  
allsel 9%MHIY5  
[:xpz,  
lsel,s,line,,23 XkE'k;AEx  
lesize,all,,,6,1.2 3g''j7  
amesh,14 %*Aq%,.={  
allsel \ W.uV[\  
amesh,19 1 ^q~NYTK  
allsel #\LsM ~,  
25m6/Y  
lsel,s,line,,74 WiBO8N
,%`  
lesize,all,,,7,1.2 |WMP_sGn  
amesh,24 H}}g\|r&  
allsel QT[yw6Z  
amesh,37 a-(OAzQ_  
allsel /QT"5fxKJ  
x+B7r&#:  
lsel,s,line,,25     !第二行 J3P)oM[  
lesize,all,,,6 W]l&mr  
amesh,17 c(5r  
allsel ImZ!8#  
amesh,22 (I7s[
 
allsel mYRW/8+g  
amesh,21 Cg4l*"_  
allsel c u:1|gt  
amesh,20 1GA$nFBVC  
allsel cQOc^
W  
amesh,15 WD${f#]N  
allsel d>OLnG> F  
amesh,16 G$T#ql  
allsel 5q Y+^jO]o  
E Qn4+  
I&lb5'6D  
lsel,s,line,,81    !第三行 t7].33%\  
lesize,all,,,7 AIK99  
amesh,38 M,V~oc5
 
allsel {~u#.
(  
amesh,18 ']]5xH*U  
allsel 7>sNjOt@M  
/%4wm?(eA  
lsel,s,,,35,38,1 :<w2j6V  
LCCAT,all KbP( ;  
AMAP,65,86,90,53,52 A\IQM^i  
allsel aUVJ\;V  
`$hna{e^n  
d=J$H<  
S(nZ]QEG  
lsel,r,lcca    !删除前面连接的线元素 &R7N^*He  
ldele,all VP\'p1a  
m.|__L  
arsym,x,all,,0,0     !对称 C % d  
L UitY  
nummrg,all,,,,low  ! 合并 %DqPRl.Gu  
numcap,all         !压缩 w!8xZu  
W:z?w2{VI(  
k,1911,0,0,0 WhY8#B'?  
k,1912,0,0,1 gs?=yNL  
l,1911,1912 FR%u1fi  
(Z
{&[h  
MP,EX,1,1e9 D;RZE  
MP,PRXY,1,0.4 E/[
<} ./  
MP,DENS,1,1800 E?@batIrf  
I<v:xTor  
MP,EX,2,2e9 F9Y/Z5 Ea  
MP,PRXY,2,0.4 2wKW17wj,  
MP,DENS,2,1800 Fy!-1N9|l  
]EhU8bZ  
MP,EX,3,3e9 %?`TyVt&0  
MP,PRXY,3,0.4 (sHvoE^q-  
MP,DENS,3,1800 Ev'BmDk  
K$K6,54y  
MP,EX,4,4e9 }>|!Mf]W?R  
MP,PRXY,4,0.4 U:[#n5g  
MP,DENS,4,1800 NE'4atQ|  
Cc7YjsRW
 
MP,EX,5,5e9 a1p}y2  
MP,PRXY,5,0.4 :^Ouv1!e1  
MP,DENS,5,1800 hj8S#  
$2?10}
mrx  
MP,EX,6,6e9 HU='Hk!  
MP,PRXY,6,0.4 =@UgCu>=  
MP,DENS,6,1800 9)Jc'd|  
~SWR|[  
MP,EX,7,7e9 6)QJms  
MP,PRXY,7,0.4 iTgv8  
MP,DENS,7,1800 E(l'\q'.  
S<+/Ep 2  
MP,EX,8,8e9 Ul41RNy)  
MP,PRXY,8,0.4 GOx+%`.R\  
MP,DENS,8,1800 N0:gY]o%  
+
/L "A  
MP,EX,9,9e9 X
w|t.0  
MP,PRXY,9,0.4 I`O)I&KH  
MP,DENS,9,1800 4IW7^Pq`P  
w,'"2^Cwy  
MP,EX,10,10e9 ~BSE8M+r  
MP,PRXY,10,0.4 n<. T6  
MP,DENS,10,1800 b.<>CG'  
5tIM@,.I/  
MP,EX,11,1.1e10 C9`J6Uu  
MP,PRXY,11,0.4 ##6_kcL:6G  
MP,DENS,11,1800 Ot]Y/;K  
:tv:46+s=  
MP,EX,12,1.2e10 FzD
Z<dJ  
MP,PRXY,12,0.4 2!Mwui;%  
MP,DENS,12,1800 v0ngM)^q  
j70]2NgX  
MP,EX,13,1.3e10 }Z|uLXaz  
MP,PRXY,13,0.4 RawK9K_1  
MP,DENS,13,1800 kg>Ymo.  
w_gPX0N}3n  
MP,EX,14,1.4e10 Bhy:" r%#  
MP,PRXY,14,0.4 1D,$Az~.  
MP,DENS,14,1800 "]jGCo>9  
:uAW  
MP,EX,15,1.5e10 Qo4+=^(  
MP,PRXY,15,0.4 QFI8|i@  
MP,DENS,15,1800 SX{shM2  
q+MV@8w  
MP,EX,16,1.6e10 _L6WbRu|  
MP,PRXY,16,0.4 :J3ZTy
jb  
MP,DENS,16,1800 q<YteuZJ,  
>bf29tr  
MP,EX,17,1.7e10 6AZJ,Q\E@  
MP,PRXY,17,0.4 RP2MtP"M  
MP,DENS,17,1800 3~e"CKD>  
9.KOrg5}L  
MP,EX,18,1.8e10 y\'t{>U/  
MP,PRXY,18,0.4 1PMBo=SUe8  
MP,DENS,18,1800 2V}tDN7c  
OIF0X!  
MP,EX,19,1.9e10 Q0K4_iN)&  
MP,PRXY,19,0.4 @j
%r6N  
MP,DENS,19,1800 ?|8QL9Q"|  
x?J- {6k  
MP,EX,20,2e10 `?Pk~7  
MP,PRXY,20,0.4 Lm kv.XF  
MP,DENS,20,1800 {emO&#=@CP  
KzRw)P  
MP,EX,21,2.1e10 XE_|H1&j  
MP,PRXY,21,0.4 |kvom 4T  
MP,DENS,21,1800 ti:qOSIDTA  
u,:GJU  
MP,EX,22,2.2e10 >EFjyhVE  
MP,PRXY,22,0.4 Do7&OBI~  
MP,DENS,22,1800 &zsaVm8  
})OgsBk  
MP,EX,23,2.3e10 aU]A#g   
MP,PRXY,23,0.4 P8K{K:T  
MP,DENS,23,1800 )5Ddvz>+  
V#?GDe}[  
MP,EX,24,2.4e10 +/60$60[z  
MP,PRXY,24,0.4 }/ 6
Q3B  
MP,DENS,24,1800 Zx(VwB2   
g{@q  
MP,EX,25,2.5e10 uBLI!N-G  
MP,PRXY,25,0.4 R07K
ure  
MP,DENS,25,1800 +tL]qOBP  
t\nYUL-H  
MP,EX,26,2.6e10 _94|^  
MP,PRXY,26,0.4 Vx@JP93|  
MP,DENS,26,1800 #%U5,[<a8  
ffK A  
MP,EX,27,2.7e10 \2#>@6Sqrl  
MP,PRXY,27,0.4 l~,5)*T  
MP,DENS,27,1800 {J2*6_  
1u&}Lq(  
MP,EX,28,2.8e10 '~RP+  
MP,PRXY,28,0.4 4l+"J:,  
MP,DENS,28,1800 [z$th  
w,dDA2,  
MP,EX,29,2.9e10 Qvh:
hkR  
MP,PRXY,29,0.4 z=>U>  
MP,DENS,29,1800 OosxuAC(  
)J4XM(  
MP,EX,30,3.0e10 \Tf845  
MP,PRXY,30,0.4 won;tO]\;@  
MP,DENS,30,1800 _p/ _t76s  
o5dPE{f  
MP,EX,31,3.1e10 ; F% 3b47  
MP,PRXY,31,0.4 FU9q|!2Y  
MP,DENS,31,1800 (K"U#Zn  
[V_Z9-f*  
-@{5 u d  
MP,EX,32,3.2e10 aMQfg51W:  
MP,PRXY,32,0.4 OnE#8*
8  
MP,DENS,32,1800 SW|{)L,  
rf_(pp)  
MP,EX,33,3.3e10 XVcY?_AS#  
MP,PRXY,33,0.4 S%zn
{1F  
MP,DENS,33,1800 };"-6e/9  
&GF@9BXI3  
Eb66GXF[  
MP,EX,34,3.4e10 33dHTV  
MP,PRXY,34,0.4 F)_zR  
MP,DENS,34,1800 bK:mt`  
?-w<H!Y7  
MP,EX,35,3.5e10 z+IBy+  
MP,PRXY,35,0.4 9?$Qk0jc  
MP,DENS,35,1800 P%MYr"<$E  
(T
t\6-  
MP,EX,36,3.6e10 EaaLN<i@0  
MP,PRXY,36,0.4 j4h6p(w{  
MP,DENS,36,1800 -\C;2&(  
-?L~\WJAL  
MP,EX,37,3.7e10 W]b>k lp;  
MP,PRXY,37,0.4 yf3c-p  
MP,DENS,37,1800 5Fa.X|R~  
h=tzG KI  
~n9x ,  
MP,EX,38,3.8e10 BZHba8c(  
MP,PRXY,38,0.4 ,gAa9  
MP,DENS,38,1800 Z
i'}qs$v  
<y
4hK3wP  
MP,EX,39,3.9e10 {/|RKV83  
MP,PRXY,39,0.4 Fo\* Cr9D  
MP,DENS,39,1800 E6+c{41B  
!4Q0   
Egy#_ RT{  
MP,EX,40,4e10 )LOV)z|}  
MP,PRXY,40,0.4 {vCB$@/o  
MP,DENS,40,1800 YU>NGC]}d  
2>`m1q:  
MP,EX,41,4.1e10 2z*EamF  
MP,PRXY,41,0.4 g~ub
ivl2  
MP,DENS,41,1800 nh"8on]M~  
BF)!VnJ  
MP,EX,42,4.2e10 3i
\<#{  
MP,PRXY,42,0.4 j >pv@D  
MP,DENS,42,1800 'P'f`;'_DC  
:{7gZ+*  
Bh<DqN  
type,2   !拉伸 o/dj1a~U  
EXTOPT,ESIZE,1,0,   !中到洞顶，面生成体单元的控制命令 a ][t#`  
EXTOPT,ACLEAR,1 Xg<R+o  
mat,1 2g0_[$[m  
asel,s,area,,106,107,1 zDK"Y{  
asel,a,area,,39,40,1 QVT|6znw  
VDRAG,all,,,,,,304 rJz`v/:|P  
allsel qS|ns'[  
#{f%b,.yxt  
type,2   I 0vJJP#  
EXTOPT,ESIZE,1,0,    !中到洞右上-jiao LZ'Y3 *  
EXTOPT,ACLEAR,1 NC@L,)F  
mat,2 gPJZpaS  
asel,s,area,,30 "A9qC*6[  
VDRAG,all,,,,,,304 0(o{V:l%Z|  
allsel QZZt9rA;  
eVRPjVzQ'Q  
type,2   Crg@05Z  
EXTOPT,ESIZE,1,0,  !中到洞右上 #ULjK*)R  
EXTOPT,ACLEAR,1 j3t,Cx  
mat,3 U*Sjb% Qb  
asel,s,area,,31 *!5X!\e_  
VDRAG,all,,,,,,304 <>71;%e;'  
allsel Od]B;&F  
hI6Tp>b*~  
type,2   T8t_+|( G  
EXTOPT,ESIZE,1,0,    !中到洞右下  I?R?rW
 
EXTOPT,ACLEAR,1 SoJ=[5W  
mat,4 L]e@./C$  
asel,s,area,,33,34,1 wg}rMJoG|  
VDRAG,all,,,,,,304 nBg  tK  
allsel 8M6wc394  
]1)#Y   
type,2   ~q,Wj!>Ob  
EXTOPT,ESIZE,1,0,    !中到洞右下-jiao EvGKcu  
EXTOPT,ACLEAR,1 QLLMSa+! \  
mat,5 H"b}lf  
asel,s,area,,35 L"[>tY  
VDRAG,all,,,,,,304 ]!'}{[1}  
allsel qBDhCE  
Qj3l>O
 
type,2   hi0-Sw  
EXTOPT,ESIZE,1,0,   !中到洞左上-jiao /r?EY&9G  
EXTOPT,ACLEAR,1 I&Z+FL&@f  
mat,6
AAc*\K  
asel,s,area,,97 (yO8G-Z0  
VDRAG,all,,,,,,304 {^A,){uX]  
allsel N /Fa^[  
L)QAI5o:3  
type,2   78h!D[6  
EXTOPT,ESIZE,1,0,  !中到洞左上 @!KG;d:l  
EXTOPT,ACLEAR,1 OhiY <  
mat,7 Mh"vH0\Lj  
asel,s,area,,98 8;<3Tyjzu  
VDRAG,all,,,,,,304 YgR}y+q^6  
allsel h {M=V  
\H{UJ  
type,2   @p[ml m  
EXTOPT,ESIZE,1,0,   !中到洞左下 <d~IdK'\x  
EXTOPT,ACLEAR,1 a_(fqoW  
mat,8 B#, TdP]/  
asel,s,area,,100,101,1 Z_(P^/  
VDRAG,all,,,,,,304 Cm%xI&Y  
allsel 'q7&MM'oS^  
M d.^r5r  
type,2   >o4Ih^VB  
EXTOPT,ESIZE,1,0,  !中到洞左下-jiao \:Z8"~G  
EXTOPT,ACLEAR,1 |wkUnn4UB8  
mat,9 bOdQ+Y6  
asel,s,area,,102 r68d\N`.  
VDRAG,all,,,,,,304 ;dquld+q  
allsel bF c %  
LPS]TG\  
type,2   LNOz.2fr>  
EXTOPT,ESIZE,1,0,   !中隔墙 H:4?sR3  
EXTOPT,ACLEAR,1 q 1~3T;Il  
mat,10 &H:2TL!  
asel,s,area,,52,58,6 {O5(O oDa  
asel,a,area,,60,119,59 KOit7+Q  
asel,a,area,,125,127,2 =q<t,UP8  
VDRAG,all,,,,,,304 6\NBU,lY  
allsel d_)VeuE2  
I9hZ&ed16  
type,2   ]}d.h!`<)  
EXTOPT,ESIZE,1,0,   !中洞左二衬 ;6tGRh$b  
EXTOPT,ACLEAR,1 !Nx'4N`&l  
mat,11 ~pPj  
asel,s,area,,73,79,6 0/fA>%&  
VDRAG,all,,,,,,304 Z>_F
:1x
 
allsel A ^X1  
#OVS]Asn}  
type,2   !b?`TUt   
EXTOPT,ESIZE,1,0,   !中洞右二衬 kA{eT  
EXTOPT,ACLEAR,1 Xr]<v%,C  
mat,12 18AlQ+')?w  
asel,s,area,,6,12,6 P*3PDa@  
VDRAG,all,,,,,,304 VPUm4%?p$  
allsel de,4Ms!%  
?7\$zn)v#  
type,2   2A(IsUtqO:  
EXTOPT,ESIZE,1,0,   !中洞内zuo围眼 *9|*21  
EXTOPT,ACLEAR,1 8w9?n3z=}  
mat,13 g%%j"Cz1  
asel,s,area,,118,120,2 a4x(lx&  
VDRAG,all,,,,,,304 *s6(1S  
allsel 4nU+Wj?T  
YTV|]xpR  
!右到洞 z99jW<*0  
pXl*`[0X#  
type,2   B;^YHWJ6i  
EXTOPT,ESIZE,1,0,   !边一衬 Bw4 _hlm  
EXTOPT,ACLEAR,1 ]Aa.=  
mat,14 LseS8F/q  
asel,s,area,,29  3;f}w g  
asel,a,area,,63 4j}uVGi{e  
asel,a,area,,44 +dJLT}I8M  
VDRAG,all,,,,,,304 lvk r2Meu<  
allsel f<Xi/(  
6w*q~{"(
 
}D*5PV%d  
type,2   <XH,kI(%  
EXTOPT,ESIZE,1,0,   !上一衬-交 eWU@@$9  
EXTOPT,ACLEAR,1 ZGC*BP/  
mat,15 9q>rUoK^  
asel,s,area,,48 Y<[jUe`O;  
VDRAG,all,,,,,,304 +=g9T`YbE  
allsel Rd>PE=u  
Qcs>BOV~  
type,2   < SvjvV  
EXTOPT,ESIZE,1,0,   !上一衬 GCv*a[8?n  
EXTOPT,ACLEAR,1 mH5[(?  
mat,16 fSw6nEXn  
asel,s,area,,46 be+tAp`  
VDRAG,all,,,,,,304 6/l{e)rX2o  
allsel X'.*I])  
OpxJiu=W  
P= nu&$;  
type,2   W~2T/~M  
EXTOPT,ESIZE,1,0,   !下一衬 $\vTiS'  
EXTOPT,ACLEAR,1 W B7gY\Y&M  
mat,17 hWfC"0  
asel,s,area,,45,64,19 y)0wM~E;2  
VDRAG,all,,,,,,304 N9X`81)t  
allsel 8bW,.to(?x  

}8)iFP&"  
type,2   jb0LMl}/A  
EXTOPT,ESIZE,1,0,   !下一衬-交 82A[[^`  
EXTOPT,ACLEAR,1 ^K`Vqo  
mat,18 HG:9yP<,o  
asel,s,area,,47 j6r.HYX!  
VDRAG,all,,,,,,304 ,e!9WKJ B  
allsel y-k]Tr  
vu=`s|R  
type,2   X2S:"0?7  
EXTOPT,ESIZE,1,0,   !二衬 4I7;/ZgALQ  
EXTOPT,ACLEAR,1 x&YcF78  
mat,19 ^:64(7  
asel,s,area,,54,56,1 ;@lC08SE  
asel,a,area,,28 s7G!4en  
asel,a,area,,5 4}MZB*);0  
VDRAG,all,,,,,,304 c/ s$*"  
allsel ,G%?}TfC)  
Az4a|.  
type,2   Df_*W"(v  
EXTOPT,ESIZE,1,0,   !围眼 {*Tnl-m~  
EXTOPT,ACLEAR,1 iIO_
d4Z  
mat,20 +y\mlfJ.-b  
asel,s,area,,1 ylVBK{w9  
asel,a,area,,62,67,5 #(f- cK  
VDRAG,all,,,,,,304 -naoM  
allsel Sz3Tp5b  
siK:?A@4D  
!左导洞 OF/DI)j3  
tG}cmK~%  
type,2   FNB4YZ6  
EXTOPT,ESIZE,1,0,   !边一衬 'X{J~fEI!  
EXTOPT,ACLEAR,1 AW<z7BD  
mat,21 $S_G:}tna  
asel,s,area,,96 `ot<BwxJ  
asel,a,area,,130 />
[X k  
asel,a,area,,111 Hb|y`Ok  
VDRAG,all,,,,,,304 h:l4:{A64  
allsel .L'eVLQe  
V-.Nc#  
type,2   _|qs-USA  
EXTOPT,ESIZE,1,0,   !上一衬-交 /\C
5`>x  
EXTOPT,ACLEAR,1 gW(7jFl  
mat,22 _q/UDf1  
asel,s,area,,115
ZXL  
VDRAG,all,,,,,,304 .Bb86Y=3  
allsel P@pJ^5Jf  
Q\k|pg?  
type,2   B9Y*'hmI  
EXTOPT,ESIZE,1,0,   !上一衬 -|aNHZr  
EXTOPT,ACLEAR,1 p?qW;1  
mat,23 ,oS<9kC68  
asel,s,area,,113 syR +;  
VDRAG,all,,,,,,304 f1}am<  
allsel ]f<H?  
ZuIw4u(9  
type,2   O2 sAt3'  
EXTOPT,ESIZE,1,0,   !下一衬 \~bx%VWW4  
EXTOPT,ACLEAR,1 6}xFE]Df-Y  
mat,24 c[RkiV3  
asel,s,area,,112,131,19 ="Sa>-do,  
VDRAG,all,,,,,,304 =n73bm  
allsel 8R;A5o,  
dOfEEqPI  
type,2   ?O!'ZZX  
EXTOPT,ESIZE,1,0,   !下一衬-交 zJ7=r#b  
EXTOPT,ACLEAR,1 |wYOO(!  
mat,25 r"uOf;m  
asel,s,area,,114 1deNrmp%  
VDRAG,all,,,,,,304 ,j|9Bs  
allsel kICZc{} `  
lmjoSINy  
S+7:fu2?+  
type,2   *'&mcEpg  
EXTOPT,ESIZE,1,0,   !二衬 _Boe"  
EXTOPT,ACLEAR,1 `3KXWN`.s  
mat,26 n fU\l<  
asel,s,area,,121,123,1 RCvf@[y4  
asel,a,area,,72,95,23 }q~M$  
VDRAG,all,,,,,,304 ,&X7D]  
allsel XKEd~2h<y  
sVjM^y24  
type,2   h;(#^+LH  
EXTOPT,ESIZE,1,0,   !围岩 {vL4:K  
EXTOPT,ACLEAR,1 n,+/%IZ  
mat,27 TDtS^(2A7K  
asel,s,area,,68 B-`,h pp  
asel,a,area,,129,134,5 LQs>[3rK  
VDRAG,all,,,,,,304 yS)73s/MrY  
allsel M],}.l  
-(Y(K!n  
!右洞 rnV\O L  
<,S5(pZ  
type,2   $<[Q8V-  
EXTOPT,ESIZE,1,0,   !右上一衬 ckWK+  
EXTOPT,ACLEAR,1 #ARQ
B2V  
mat,28 $aFCe}3b<  
asel,s,area,,9 M-Tjp'=*  
asel,a,area,,42,43,1 Q{~WWv  
VDRAG,all,,,,,,304 NLz[F`I  
allsel -/O_wqm#  
:s}6a23  
c[I4'x  
type,2   rrSsQq  
EXTOPT,ESIZE,1,0,   !右上二衬 +mgmC_Q(0  
EXTOPT,ACLEAR,1 rv\yS:2  
mat,29 RzOs,  
asel,s,area,,36 _7#9nJ3|  
asel,a,area,,49,50,1 aU)NbESu  
VDRAG,all,,,,,,304 $z>L $,c>  
allsel A=(<g";m  
(zO)J`z>  
type,2   M!9gOAQP  
EXTOPT,ESIZE,1,0,   !道班 4w\@D>@}H  
EXTOPT,ACLEAR,1 bAsoIra  
mat,30 LL}|#%4d  
asel,s,area,,2 VJeoO)<j  
VDRAG,all,,,,,,304 <h*r  
allsel E,/<;  
|\lsTY&2  
type,2   X &z|im'd  
EXTOPT,ESIZE,1,0,   !右上围岩 :?*|Dp1  
EXTOPT,ACLEAR,1 'F)93SwU  
mat,31 J*nQ(*e  
asel,s,area,,3,4,1 <yw6Om:n<  
VDRAG,all,,,,,,304 Y2j>@  
allsel 7j ]d{lD  
u?J!3ZEtb  
type,2   UcHe"mn  
EXTOPT,ESIZE,1,0,   !右下围岩 /3VSO"kcZ  
EXTOPT,ACLEAR,1 )nK-39,G  
mat,32 PLkwtDi+&  
asel,s,area,,8,27,19 X#|B*t34  
VDRAG,all,,,,,,304 N5yt'.d  
allsel YPV@/n[N  
co93}A,k  
type,2   BkP'b{z|  
EXTOPT,ESIZE,1,0,   !右下二衬 .d JX,^  
EXTOPT,ACLEAR,1 @Nm;lZK  
mat,33 pn:) Rq0  
asel,s,area,,7 \ r^#a  
VDRAG,all,,,,,,304 Aa.eu=@I  
allsel b6mSPH@  
&y7<h>z  
!左洞 '@ $L}C#OI  
B=>VP-:  
type,2   4dEfXrMf  
EXTOPT,ESIZE,1,0,   !左上一衬  ^n5rUwS>  
EXTOPT,ACLEAR,1 MsaD@JY.y  
mat,34 rwJCVkF  
asel,s,area,,76 _V.MmA  
asel,a,area,,109,110,1 StuQ}  
VDRAG,all,,,,,,304 u%o]r9xl'  
allsel Q.]$t 2J  
ho'Ihep,L  
Qb.Ve7c  
type,2   y:m ;_U,%c  
EXTOPT,ESIZE,1,0,   !左上二衬 ^5MPK@)c,/  
EXTOPT,ACLEAR,1 W<QMUu  
mat,35 >l0y ss)I  
asel,s,area,,103 V!{}%;f  
asel,a,area,,116,117,1 j
$<sq  
VDRAG,all,,,,,,304 3.t j%
+  
allsel c\J?J>x
z  
Xxz_h*  
type,2   ep$C nBwE  
EXTOPT,ESIZE,1,0,   !道班 **D3.-0u&  
EXTOPT,ACLEAR,1 N<$dbqoT|  
mat,36 8JFns-5  
asel,s,area,,69 mSg{0_:  
VDRAG,all,,,,,,304 '[Ue0r<jn  
allsel Q[wTV3d  
:rBPgrt  
type,2   _K4E6c_  
EXTOPT,ESIZE,1,0,   !左上围岩 zc`gm~@  
EXTOPT,ACLEAR,1 e}PJN6"5  
mat,37 KkIgyLM  
asel,s,area,,70,71,1 Sb/`a~q^  
VDRAG,all,,,,,,304 ?f8)_t}^\  
allsel [J{M'+a  
S{0iPdUC  
type,2   P,eP>55'K  
EXTOPT,ESIZE,1,0,   !左下围岩 oy _DYop  
EXTOPT,ACLEAR,1 vOIzfwYG9  
mat,38 j@Ta\a-,x  
asel,s,area,,75,94,19 Qvx[F:#Tk  
VDRAG,all,,,,,,304 e2dg{n$6"  
allsel ,\Q^[e!m~  
F?Fs x)2k  
type,2   ;h-W&i7  
EXTOPT,ESIZE,1,0,   !左下二衬 DH>>u  
EXTOPT,ACLEAR,1 %3:[0o={d  
mat,39 e!B>M{  
asel,s,area,,74 :;g7T-_q  
VDRAG,all,,,,,,304 5fT"`FL?  
allsel
Rt9S  
Bw{enf$vR  
!外围 eVetG,["  
\Qgc7ev  
type,2   <y4WG  
EXTOPT,ESIZE,1,0,   !加固区 0#d:<+4D  
EXTOPT,ACLEAR,1 @CUYl*.PD  
mat,40 [gybdI5wur  
asel,s,area,,11,26,15 E5+-N  
asel,a,area,,41,59,18 _X6@.sM/2  
asel,a,area,,78,93,15 MV?#g-5  
asel,a,area,,108,126,18 _-R&A@  
VDRAG,all,,,,,,304 .*k$abb  
allsel Tp[-,3L  
0|=
,!sY  
wR%F>[6.{  
type,2   tYk!Y/O}  
EXTOPT,ESIZE,1,0,   !外围围岩 ,s~d39{  
EXTOPT,ACLEAR,1 A0l-H/
l7  
mat,41 Oj,v88=  
asel,s,area,,13,25,1 csd~)a nb  
asel,a,area,,65,66,1 2e<u/M21>  
asel,a,area,,37,38,1 .ED8b5t|  
asel,a,area,,10,32,22 8-u #<D.  
asel,a,area,,57,61,4 TZ
+-
>CG  
asel,a,area,,80,92,1 NE)Yd7m-  
asel,a,area,,104,105,1 '5r\o8RjN  
asel,a,area,,132,133,1 MfU0*nVF~  
asel,a,area,,77,99,22 8fSY@  
asel,a,area,,124,128,4 4Nl3"@<$  
VDRAG,all,,,,,,304 {~"fq.h!M  
allsel ) -^(Su(!  
bn#'o(Lp  
type,2   \n<9R8g5  
EXTOPT,ESIZE,1,0,   !中洞内you围眼 uefrE53  
EXTOPT,ACLEAR,1 hQ@E2Xsv  
mat,42 hCPyCq]  
asel,s,area,,51,53,2 BA6(Ow
b  
VDRAG,all,,,,,,304 %5ovW<E:  
''?iJFR  
'',g}WvRwe  
k,1000,5,0,1 )&s9QBo{b  
CSKP,20,0,1912,1000,1911,1,1,  !定义一个局部坐标，三点式 C7=N
`s}  
DSYS,20,                       !激活局部坐标 3]li3B'  
W QqOXF  
nummrg,all,,,,low  ! 合并 wA2^I70-  
numcap,all         !压缩 vI20G89E  
{WvYb,
  
flac 3d模拟隧道开挖命令流 '>k1h.i  
mfx-Ja_a  
def moduli_data dlRTxb^Y>u  
s_mod=y_mod/(2.0*(1.0+p_ratio)) W P9PX  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) odTa2$O  
end +yI2G! $T9  
set y_mod 5e14 "SA*  
set p_ratio 0.25 JLak>MS  
moduli_data GDQQ4-|O  
ZV;~IaBL  
mo el ;定义本构模型 q&2L@l3A  
prop bulk b_mod shear s_mod  Pm"nwm  
,*.qa0E#W  
fix x range x  -55.1 -54.9 [4r<WvUaM  
fix x range x  54.9  55.1 :(YFIW`59  
fix z range z  -49.152 -48.952 rV fZ_\|  
fix y range y  -0.1 0.1 e^k)756  
fix y range y  0.9 1.1 [0!*<%BgK'  
jbe_r<{  
ini density 2479 "0Z5cQjg  
set gravity 0 0 -10 -_M':  
set large 9\VV++}s>o  
apply szz -0.115e6 range z 11.848 12.048 quS]26wQz  
;释放0 #y f  
solve 88VI _<  
save 地应力.sav  s&iu+>  
{s
0!hp  
E BSjU8  
;围岩 N%S|Ey@f  
def moduli_data11 P2F8[o!<  
s_mod=y_mod/(2.0*(1.0+p_ratio)) gnadx52FP  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) .I]EP-  
end dKY#Tl]  
set y_mod 6e9 Myf2"\}  
set p_ratio 0.25 KB{IWu  
moduli_data11 XUA%3Xr  
R[l~E![!j  
mo mohr   ;所有的 3G'cDemc  
prop bulk b_mod shear s_mod fric 39 coh 7e5 ten 1e5 K j~!E H"  
ini xdis=0 ydis=0 zdis=0 Bkg./iP5x  
set large U,8mYv2|  
hist unbal 4KR$sKq$q  
w~3z);  
p^w_-(p  
;开挖中导洞 o(C;;C(
*{  
model null range group 1   })j N 8px  
model null range group 2    `)>}b 3  
model null range group 3   </b_Rar  
model null range group 4   +1r><do;  
model null range group 5   ,BR W=  
model null range group 6 o*3\xg  
model null range group 7   \}AJ)v*<  
model null range group 8   ikO9p|J
 
model null range group 9   I|Mw*2U  
model null range group 10   /]of@  
model null range group 11 GcG$>&,  
model null range group 12 qC3PKlhv6  
model null range group 13 %r&36d'  
model null range group 42 X`fm5y  
step 100 mC3:P5/c  
Zy|u5J  
;zhong导洞初期支护 "N)InPR-  
mo el range group 1  ;必须说明范围 wYDdy gS  
mo el range group 2 `|PhXr  
mo el range group 3 'Er\68  
mo el range group 4 ],{M``]q  
mo el range group 5 u>:j$@56  
mo el range group 6 9Q1w$t~Y  
mo el range group 7 %/BBl$~ji  
mo el range group 8 Ec^2tx"=  
mo el range group 9 Io tc>!  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 1 yZ]?-7
 
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 2 Asy2jw\V  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 3 k5*Z@a  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 4 V{~~8b1E  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 5 H%Z;Yt8^gt  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 6 %cJdVDW`L  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 7 c[$i)\0  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 8 /O`R9+;  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 9 y'n<oSB}  
step 1000 MZqHL4<|  
save 中导洞初期支护.sav 5kADvi.  
0_,un^  
;施作中隔墙 [&l+Ve(  
mo el range group 10 c._!dq&#R  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 10 Q.\
vN-(  
step 500 {
Z1-B60P  
save 中隔墙.sav Y![8-L|Q  
SR`A]EC(V  
;施作中导洞二衬 6/vMK<Fz9  
mo el range group 11 a&dP@)  
mo el range group 12 OL^DuoB4q  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 11 -y[y.#o  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 12 r"p"UW9og  
step 500 <p+7,a
E_  
save 中导洞二衬.sav +;Gvp=hk  
9;rZ)QD  
Bo1 t}#7  
;开挖you导洞 ABL5T-
*]  
model null range group 14   &)|f|\yh"  
model null range group 15   CK_\K,xVT  
model null range group 16 W)Y:2P<.  
model null range group 17   A0Q1"b=  
model null range group 18   yVJ)JhV  
model null range group 19 R;uP^  
model null range group 20 |uX&T`7?-  
step 100 Zm(}~C29  
iR8;^C.aT  
;you导洞初期支护 @&9<)1F  
mo el range group 14  ;必须说明范围 ]eX(K5 A  
mo el range group 15 o=F!
&]+  
mo el range group 16 q!q=axfMD  
mo el range group 17 `8TL*.9  
mo el range group 18 a)6?:nY$  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 14 f917F.1I  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 15 nE:Wl  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 16 52F3r:Rk  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 17 G {a;s-OA3  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 18 5"+;}E|q  
step 1000 RhE|0N=  
save 右导洞初期支护.sav E.^u:0:P  
5p/.( |b,  
;施作you-bian墙 t1G2A`  
mo el range group 19 =S\pI  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 19 0,iG9D7  
step 1000 9A}y^=!`  
save 右导洞边墙.sav 6*I=% H|  
P_gai7Xg  
ZKi?;ta=  
;开挖zuo导洞 ^a#W|-:  
model null range group 21   W=,]#Z+M;  
model null range group 22   gpCWXz')i  
model null range group 23   )1O|+m k  
model null range group 24 ={{q_G\WD  
model null range group 25 cWI7];/d;  
model null range group 26 AQc9@3T~Bi  
model null range group 27 #Q|ACNpYM  
step 100 vQ{mEaH  
xI~c~KC  
;zuo导洞初期支护 U
{HBmSR  
mo el range group 21 ;必须说明范围 gNh4c{Al9  
mo el range group 22 _n4C~  
mo el range group 23 6O'Y@9#  
mo el range group 24 ~sCdvBA  
mo el range group 25 hr g'Z5n  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 21 T`Xz*\}Zb  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 22 FXid=&T@0D  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 23 `,FhCT5  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 24 :/;;|lGw  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 25 c2yZvi  
step 1000 K!gocNOf  
save 左导洞初期支护.sav `V?NS,@$  
{%X[Snv  
;施作zuo-bian墙 U#4>GO;A  
mo el range group 26 ul\FZT 4  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 26 IpVtbDW  
step 1000 d*:J0J(  
save 左导洞边墙.sav _No<fz8  
E|=]k  
;回填 qnw8#!%I  
def moduli_data112 W1O Y}2kj  
s_mod=y_mod/(2.0*(1.0+p_ratio)) L#/<y{  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) ^i17MvT'  
end \~""<*Hz  
set y_mod 6e9 n5?7iU&JIo  
set p_ratio 0.25 {)-3g~  
moduli_data112 >+*lG>!z  
,h.hgyt  
mo mohr range group 42  ;所有的 37|EG  
prop bulk b_mod shear s_mod fric 39 coh 7e5 ten 1e5 range group 42 (}CA?/  
step 100 @G=_nZxv  
Q7?[@2HN  
;zuo上开挖 ^~m}(6  
model null range group 34 sHHu<[psM  
model null range group 35   .vpx@_;]9  
model null range group 36 R"e533  
model null range group 37 }/F9(m  
model null range group 6 *0%G`Q  
model null range group 7   =M34 HPG  
model null range group 22 eo4v[V&  
model null range group 23 8' +I8J0l  
step 100 AJt4I W@  
g<MCvC@  
;zuo上初期支护 N
KRH>2,  
mo el range group 34  ;必须说明范围 Y!_e,]GW  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 34 <7J\8JR&=  
step 1000 +K"d\<  
J|dj`Z?  
;施作zuo-shang二次衬砌 !ziO1U  
mo el range group 6 rh6m  
mo el range group 22 ?rgtbiSW-  
mo el range group 35 UjS,<>fm  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 6 AM4 :xz  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 22 I>spJ5ls  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 35 );ZxKGjc4  
step 1000 MrpT5|t  
save 左上二衬.sav 9AZpvQ  
GP=&S|hi  
rs:a^W5t  
;右上开挖 k!sk\~>YO  
model null range group 28 LW+^m6O  
model null range group 29   v,,Dz8!Ty  
model null range group 30 <qCfw>%2F  
model null range group 31 66Xo3o  
model null range group 2 mO^vKq4r.  
model null range group 3  
:<`po4/  
model null range group 15 zgA/B{DaC;  
model null range group 16 9Zpd=m8dU  
model null range group 42 BW&)Zz  
step 100 <5l!xzvw  
%8T"h  
;右上初期支护 4$jb
-Aw  
mo el range group 28  ;必须说明范围 %jmL#IN)  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 28 M\dZxhQ-l  
step 1000 WhN~R[LE_  
<>^o
tb,e$  
;施作you-上二次衬砌 :/FT>UCL  
mo el range group 2 SHP
_  
mo el range group 15 E=8$*YUW(g  
mo el range group 29 wx)Yl1C  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 2 j43-YdCJ  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 15 >TZyax<:  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 29 jsnk*>j  
step 1000 RS[>7-9  
save 右上二衬.sav P+[\9Gg  
 K na  
@If ^5s;z  
;zuo下开挖 e-e*%  
model null range group 38 UBvea(z-#  
model null range group 39  w#\*{EN  
model null range group 8 uO;_T/^u  
model null range group 9 or]kXefG3  
model null range group 24 {9*k \d/;  
model null range group 25   \dw*yZ^  
step 100 !L_\6;aP,x  
LHJjPf)F  
;施作zuo-xia二次衬砌 _qQB.Dzo:  
mo el range group 9 ;UG]ckV-  
mo el range group 25 0NMekVi
 
mo el range group 36 Er
d)P  
mo el range group 39 U4ELlxGe  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 9 i?
1g{JW  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 25 O+Qt8,  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 36 V[T`I a\  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 39 \5s#9  
step 1000 dwAFJhgh  
save 左下二衬.sav }D>nXh
O&  
?XNQ_m8f  
1rmK#ld"=Z  
;右下开挖 <"Cacfg  
model null range group 32 =UW! 7OzC  
model null range group 33 :RE.md  
model null range group 4 w0iv\yIRQ  
model null range group 5 lYq4f|5H}m  
model null range group 17 }^np  
model null range group 18   "]M]pR/j  
step 100 :L!O/Bd8V  
43 h0i-%1  
1IRlFC  
;施作you-下二次衬砌 U*sQYt<?g  
mo el range group 5 {Bb:S"7NX  
mo el range group 18 #}Qzu~  
mo el range group 30 ]c'12 g]h  
mo el range group 33 xF4>G0  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 5 8~>5k  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 18 ?-`G0(  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 30 oSOO5dk:
z  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 33 #gL$~.1  
solve Y]SX2kk(2  
save 右二衬.sav MWxv\o   
,@1.&!F4it  
<-1(G1v  
apply szz -0.005e6 range group 30 x 3.5013 7.5013 z 2.2976 2.4976 hS}d vZa  
apply szz -0.005e6 range group 36 x -7.5013 -3.5013 z 2.2976 2.4976 }(/")i4h  
solve N=QeeAI}}m  
save 面力.sav q{?ku!cL  
g5 J[ut  
 '9H
ah  
y.l`NTT]<  
Q8kdX6NMd&  
cx(aMcX6  
3k J8Wn  
$YX\&%N  
$]Vvu{  
Vg0$5@  
vIi#M0@N  
^MUSq
(  
\[Dxg`;4  
AI|8E8h+D  
>Bj+!)96q  
LyRU2A  
*P#okwp  
i+2fWi6Z+  
$ {iV]Xt  
;!JI$_-\  
/~49.}yt  
/WlpRf%  
Tq r]5  
{p{TG5rwX  
UKBVCAK  
J5Nz<  
Iq@:n_~  
hpxqL%r  
;<JyA3i^V,  
iG\]  
XF`,m
V4  
^=H. .pr  
1kG{z;9  
vgc#IEx@  
\B0,?_i  
z"b}V01F#  
TsPx"+>7`  
bOt6q/f  
.#M'  
1e8J-Nkj  
{xw"t9(fE  
'w?*4H  
Q -!,yCu  
. C g2Y  
mG?g  
}/ p>DMN  
U4J9bp|  
%nTgrgS(=  
q K sI}X~  
woctnT%"Q/  
l(EDe  

ea"!:cL(g  
new |\yVnk!c  
config fluid ;设置流体场 k 8C[fRev  
;set fluid implict on  ;设置隐式算法，只适合饱和的渗流情况，即饱和度始终为1.,详见p222 &+@~;p5F  
;定义模型参数，左右边界取dx_s=35m,开挖方向取dy_s=60m,上取至地表dz_ss=ms+dz/2,下取隧道底部向下30m. V/X4WZs|i  
def para_set Q&zEa0^rG6  
  sw=2.00         ;河水水位，位于地面以上多少m -8j<`(M'5  
  ms=23.00        ;埋深，地表至隧道顶部距离m "pP
5;*^f  
  dd=6.00         ;盾构直径 ]}KoW?M
 
  rr=3.00         ;盾构半径 T7vSp<i/  
  dx_bj=35.00         ;x边界距离 'hTAO1n8  
  dy_bj=60.00         ;y边界距离 i%1ny`Q  
  dz_sbj=ms+dd/2      ;z上边界，从原点算起(埋深+盾构半径) n|t?MoUP  
  dz_xbj=-(30.00+dd/2)  ;z下边界，从原点算起(30m+盾构半径) qH3<,s*  
  hf_1=9.00              ;为了便于建模，将模型从9m处划分开 c4]/{!4 Q  
  hf_11=-9.00            ;为了便于建模，将模型从-9m处划分开 W
D wW`  
  y_size=24            ;开挖方向分割为24段 e,Ih7-=Er,  
  r_size=3            ;隧道半径分割为3段,n1 ]}4{|& e  
  rh_size=8           ;隧道四分之一弧上划分为8段,n3 qTbY'V5A  
  rxy_size=4          ;1、2块radcyl中的n4. u/`jb2eEU:  
;设置流体参数 c,ccavv{I  
  fl_mod1=2e8         ;设置流体模量 `t0?PpUo  
  fl_dens1=1000       ;设置流体密度
u"rK5'  
  fl_perm1=5e-7       ;设置渗透系数 4'&j<Ah[#  
;设置摩尔准则参数 oV4+w_rrLc  
  soi_dens1=1.55e3    ;设置土体干密度 $
~h\8  
  soi_bulk1=25e6      ;设置土体体积模量 RYU(z;+0p  
  soi_shear1=12e6     ;设置土体剪切模量 fZoV\a6Kj  
  soi_fric1=35         #41fRmzC  
  soi_coh1=2e3 .rfufx9Sw  
  soi_tens1=1e4 (
K5w0  
end (C<~:Y?%  
para_set h'{}eYb+   
:K%{?y  
;划分网格 Yzr RnVr  
;生成第1块 6`sOhVD  
gen zone radcyl p0 0 0 0 p1 hf_1 0 0 p2 0 dy_bj 0 p3 0 0 hf_1 dim rr rr rr rr size r_size y_size rh_size rxy_size ratio 1 1 1 1 fill group tunnel   W$&kOdD!$  
gen zone reflect normal 0 0 -1  ;映射网格，生成第2块 #+mt}w/  
;生成第3块 R<}WNZl  
gen zone brick p0 hf_1 0 hf_11 p1 dx_bj 0 hf_11 p2 hf_1 dy_bj hf_11 p3 hf_1 0 hf_1 size 10 y_size 8 ratio 1.1 1 1 h@
{U>U7  
;生成第4块 zzf;3S?  
gen zone brick p0 0 0 hf_1 p1 hf_1 0 hf_1 p2 0 dy_bj hf_1 p3 0 0 dz_sbj size 4 y_size 6 ratio 1 1 1.2 OBGA~E;%  
;生成第5块   )@-v6;7b0  
gen zone brick p0 0 0 dz_xbj p1 hf_1 0 dz_xbj p2 0 dy_bj dz_xbj p3 0 0 hf_11 size 4 y_size 8 ratio 1 1 0.83 %O5 k+~9  
;生成第6块 (TufvHC  
gen zone brick p0 hf_1 0 hf_1 p1 dx_bj 0 hf_1 p2 hf_1 dy_bj hf_1 p3 hf_1 0 dz_sbj size 10 y_size 6 ratio 1.1 1 1.2 JCjQR`)  
;生成第7块   T[mo PD5  
gen zone brick p0 hf_1 0 dz_xbj p1 dx_bj 0 dz_xbj p2 hf_1 dy_bj dz_xbj p3 hf_1 0 hf_11 size 10 y_size 8 ratio 1.1 1 0.83 PJC[#>}  
group tunnel1 range cyl end1 0 0 0 end2 0 30 0 rad 3.0 ^i3~i?\,P  
group soil range group tunnel1 not  ;定义其他土体为soil组 f/spJ<B).4  
plot set rot 20 0 30 _xgF?#  
plot set mag 1.2 t;P%&:"@M  
plot bl gr !olvP*c"  
plot add axes yellow >KjyxJ7  
;加位移边界条件 |meo  
fix x range x -0.1 0.1 Evd
>s  
fix x range x 34.9 35.1 Vp =  
FIX y range y -0.1 0.1 @\[UZVmBw  
fix y range y 59.9 60.1 hg}Rh  
fix z range z -32.9 -33.1 liEb(<$a  
;plot gpfix red sk   ;查看模型边界情况 >QwZt  
;摩尔准则 %B^nQbNDM  
model mohr >|<8QomD  
ini density soi_dens1 F...>%N$  
prop bulk=soi_bulk1 shear=soi_shear1 fric=soi_fric1 coh=soi_coh1 tension=soi_tens1 DAs&4Y`  
;流体参数 2ql7*g?Uq@  
model fl_iso l~.}#$P]  
prop perm fl_perm1 "yR5
6`=  
ini fdens fl_dens1 Wsb=SM7;  
ini fmod fl_mod1 ]=A=VH&  
ini sat 1.0 c5_?jKpl  
model fl_null range group tunnel1 ,B
M6s,\  
set grav 0 0 -10 po~l8p>  
;初始定应力和孔压设置,侧压力系数k0=1-sinQ=1-sin35 \0%)eJ  
ini szz -403000 grad 0 0 1.55e4  ;ini szz (-(ms+rr)*10*soi_dens1) grad 0 0 10*soi_dens1 K*uFqdLL!  
ini szz add -137e3 grad 0 0 0.45e4      ;10000*n*26+2*10000 vkmTd4g  
ini sxx -171848.70 grad 0 0 0.661e4     ;1.55e4*k0,-171848.7=-1.55e4*k0*(26米) _vA\j  
ini sxx add -137e3 grad 0 0 0.45e4   76[
O3%  
ini syy -171848.70 grad 0 0 0.661e4 OtuOT=%  
ini syy add  -137e3 grad 0 0 0.45e4 &*TwEN^h  
ini pp 280000 grad 0 0 -10000 27b
7~!  
app nstress -20e3 range z 26
(5@9j  
fix pp 20000 range z 25.9 26.1 >SJ# rZ  
;记录点 .Z=D|&!  
hist unbal pm<zw-  
hist id=2 gp ydis 0 30 0 E.v~<[g  
hist id=3 zone syy 0 30 0 ;I'pC?!y  
hist id=4 zone szz 0 30 0 #pJ^w>YNy  
;迭代初始平衡 bK `'zi  
set fl off mech on HjTK/x'_'L  
solve G!~[+B  
ini xdis=0 ydis=0 zdis=0 Ba/Z<1)  
save initial_equivalence.sav kq6K<e4jO  
hist fltime ?'H);ou-p  
save initial_equivalence-fltime.sav ZVotIQ/Q'  
;开挖30m ua(y! Im  
model null range group tunnel1 {.9phW4Vr?  
;添加管片 8ID fYJ  
sel shell id=1 range cyl end1 0 0 0 end2 0 30 0 rad 3.0 group tunnel1 not J&~nD(&TY  
sel node local xdir 1 0 0 ydir 0 -1 0 range x -0.1 0.1 i70TJk$fs  
sel node fix lsys range x -0.1 0.1 ocwRU0+j  
sel node fix x yr zr range x -0.1 0.1 C)> ])'S  
sel node local xdir 0 0 -1 ydir 0 -1 0 range y -0.1 0.1 YIA}F1:  
sel node fix lsys range y -0.1 0.1 2BOe,giy  
sel node fix y xr zr range y -0.1 0.1 TRG(W^<F  
sel shell id=1 prop iso=(3.45e10,0.3) thick=0.35 density 2450 8:,E=swe  
set large   ;设置大变形 8;7Y}c  
;--------------------- u
V<I!jyI  
def get_gp_maxydispyong  ;收索最大水平位移dxmax,y方向的最大位移，即为最大水平位移 GW$(E*4q  
   p_gp=gp_head <Gzy*1Q&  
   dxmax=0.0        ;设置一个为0的初值，获得的节点y方向水平位移在支护压力《=1的情况，一般<0。 P[PBoRd2  
   loop while p_gp # null )AOD~T4s7  
      dz3=gp_ydis(p_gp) 5J1A|qII  
         if dxmax>=dz3 then }
~dXz?{p8  
             dxmax=dz3 <^VZ4$j  
             xx=gp_xpos(p_gp) BDY@&vF  
             yx=gp_ypos(p_gp) +M%i3A  
             zx=gp_xpos(p_gp) ~uRG~,{rH  
             id1=gp_id(p_gp) i> Ssp  
          endif '2=u<
a B  
      p_gp=gp_next(p_gp) fAWjk&9  
   endloop %7BVJJp2  
end GqhnE>  
;------------------------ MjC;)z  
;def sup_stress  ;定义开挖面支护压力参数 SV.\B  
;     o_press=-308848.70         ;(-171848.70+-137e3),ini syy -171848.70 grad 0 0 0.661e4 [wl:"rm  
;      o_grad=11110.0           ;(0.661e4+0.45e4),ini syy add  -137e3 grad 0 0 0.45e4   :qy`!QPUm  
;  loop lumda (10.0,1.0) ~T<#HSR`  
;      lumda1=lumda/10.0 UwY<3ul  
;      s_press=o_press*lumda1 1QM*oj:  
;      s_grad=o_grad*lumda1 F.?
`<7  
;  endloop     I,Q"<?&  
;end 0B)l"$W[)/  
;循环流固耦合计算，开挖+渗流 9"R]"v3BA  
def excav    ;一步开挖到30m w3:WvA5jt  
       n_step1=10 Ay<'Z6`  
       o_press=-308848.70         ;(-171848.70+-137e3),ini syy -171848.70 grad 0 0 0.661e4 Fa^5.p  
       o_grad=11110.0           ;(0.661e4+0.45e4),ini syy add  -137e3 grad 0 0 0.45e4   iC&=-$vu  
     loop lumda(1,n_step1) DR/qe0D  
           lumda1=(11.0-lumda)/10.0 1(M0C[P  
           s_press=o_press*lumda1 o7VNw8Bp  
           s_grad=o_grad*lumda1 0m,A`*o  
        command *=0Wh@?0  
           apply nstress s_press grad 0 0 s_grad range cyl end1 0 29.99 0 end2 0 30.01 0 rad 3.0 B{!)GZ(}  
           set fl off WZ5[tZf  
           set mech force 5e-4 joDnjz=  
           solve "5e~
19  
        end_command (,Yb]/O*  
        command   MK[l*=\s  
           set fl on #(
h~l> r  
           solve age 14400         ;4*60*60=14400;计算4小时渗流 FCQoz"M  
        end_command -h*Yd)  
        command <Hhl=6op  
            get_gp_maxydispyong xBU\$ToC  
            print fish g~.,
-V}  
        end_command j11\t  
        if dxmax<+1.6 then @B ~![l  
             exit /7*jH2  
        endif nWN~G  
        save lumda.sav 5/DTE:M<  
     endloop       (.P;VH9R\  
end Y\BB;"x1  
zc]
F  
m\7-/e2a  
;设置显示 R B.j@*  
;create disp1 28SlFu?  
;plot set back white
5. :To2  
;plot set rot 20 0 30 -'JTVfm.  
;plot set mag 1 UA{sUj+?  
;plot add axes yellow C!XI0d  
;plot bl gr [Z,AquCU(  
;plot add contour disp out on   MjE.pb  
;plot show jd l1Q<Z  
:7Rs$ -*Uk