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盾构隧道施工flac3d模拟程序

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/92m5p  
lsel,s,line,,128 sG~5O\,E  
lesize,all,,,2 bWAVBF  
lsel,s,line,,99 U]h5Q.<SG  
lesize,all,,,2 ctg[C$<q|  
amesh,39 .5PcprE/  
allsel SKf[&eP,G  
zXHCP.Rmg  
9G'Q3? z  
lsel,s,line,,93 6 NJ5v+  
lesize,all,,,2 B[R1XpB7  
amesh,30 ou[_ y  
allsel Y=#g_(4*  
utz!ElzA  
h) .([  
lsel,s,line,,13 8yDu(.Q  
lesize,all,,,7 Kpo{:a  
amesh,10 ~+GMn[h  
allsel qq+fUfB2:  
amesh,11 b6k'`vLA  
allsel O)tZ`X;  
amesh,43 `Al5(0Q  
allsel |<n+6  
[foZO&+!  
lsel,s,line,,33 K 8gd?
88  
lesize,all,,,8 Y M_\ ZK:  
amesh,25 B0KZdBRx}  
allsel hl[!4#b]K  
N:y3tpG  
lsel,s,line,,140 U&D"fM8  
lesize,all,,,2 v_gQCS  
amesh,44 lF\oEMd*  
allsel P"<HxT?  
Bk~lE]Q3c7  
lsel,s,,,130,140,10 n~#%>C
7  
LCCAT,all   s9wcZO  
ESIZE,5,0, )bqfj>%#c  
ACLEAR,59 'j)xryw  
AMAP,59,117,32,71,70 Z5
uetS^  
allsel  wv2  
amesh,29 >HUU`= SC  
allsel ~7W?W<  
Ua^'KRSO  
lsel,s,line,,150 wPn#>\/L  
lesize,all,,,2 1r?<1vh:z  
amesh,48 OgiElA.  
allsel 8gv\
`
 
amesh,5 u(7PtmV[!  
allsel L>Y>b4oy3  
A3p@hQl  
lsel,s,line,,1,2,1 `o6Hm  
lesize,all,,,17 X;7gh>Q'4  
lsel,s,,,3,6,3 LsnM5GU7  
lesize,all,,,2 [=Y@Ul  
amesh,2 `5:Wv b>|  
allsel !79^M  
3hOiHO ;  
lsel,s,,,3,4,1 3%]%c6  
LCCAT,all   gc 14%  
ESIZE,5,0, Y{TzN%|LV  
ACLEAR,49 ?q(7avS9  
AMAP,49,84,7,1,125 :!M/9D*}0  
allsel M ]dS>W%U  
/HsJyp+t  
lsel,s,,,5,6,1 jmbwV,@Q2  
LCCAT,all   0sv#* &0=  
ESIZE,5,0, "r!O9X6  
ACLEAR,50 ysV0Ed  
AMAP,50,2,30,29,9 GNzkVy:u  
allsel $!L'ZO1_r  
amesh,4 3[E3]]OVa  
allsel ~n$VCLa  
l@a>"\><i*  
lsel,s,line,,148 )z/+!y  
lesize,all,,,6 *.0}3  
amesh,3 bb#F2r4  
allsel  y#5xS  
XO+^q9  
lsel,s,line,,103 Fu0 dYN  
lesize,all,,,18 $9DV}  
lsel,s,,,117,128,11 %nQii?1`i  
LCCAT,all   _ cK"y2  
ESIZE,5,0, c rPEr  
ACLEAR,58 .eAN`-t;  
AMAP,58,106,94,37,65 P%A^TD|  
allsel PpD ?TAlA  
amesh,12 6f
hH)]0  
allsel #5xK&qA  
amesh,31 5:%xuJD  
allsel WG8}}`F|  
lsel,s,line,,95 ,y}?Z8?63  
lesize,all,,,10 ^uIP   
amesh,33 GndU}[0J  
allsel -t_t3aU|  
Ah,X?0+  
$<.\,wW*'w  
lsel,s,,,17,63,46 *2ZX*w37  
LCCAT,all   aA?Uf~ "t  
ESIZE,5,0, l2"{uCcA  
ACLEAR,53 7F OG^  
AMAP,53,97,96,80,38 Vp*#,(_G:  
allsel 0Ym+10g  
amesh,46 j:# wt70  
allsel :DTKZ9>2D  
-&JUg o=  
lsel,s,line,,134 g5X;]%:  
lesize,all,,,6 #T1py@b0zA  
amesh,1 LeDty_  
allsel 1'or[Os3=  
amesh,27 {3F;:%$`c  
allsel &<}vs`W  
.UF](  
LDELE,135   9MQ!5Zn  
lcomb,162,136 xT7JGQ[|  
lcomb,147,163 =e2|:Ba!  
LDELE,147 yOwo(+ 2  
LDELE,163 +eSNwR=  
LDELE,138 *Y"Kbn6  
LDELE,144 SJb+:L>  
lcomb,137,161 x%Ph``XI  
lcomb,135,164 C7#ji"t  
LDELE,143 o!W 71  
amesh,45 n qSjP5  
allsel d[mmwgSR?I  
h>AK^f
X  
lsel,s,,,21,136,115 -`nQa$N-  
LCCAT,all   e 4-  
ESIZE,5,0, c++GnQc.  
ACLEAR,62 P;_}n
bB  
AMAP,62,44,13,129,155 Y
3W_Z  
allsel eT33&:n4  
amesh,28 U$+EUDFi3_  
allsel 7kX;|NA1  
G`H4
#@]  
lsel,s,line,,41 "M#A `b  
lesize,all,,,2 :.8@ xVH  
lsel,s,,,16,17,1 q<.m@q  
lsel,a,,,65 /J''`Tf  
LCCAT,all   1t&LNIc|^  
ESIZE,5,0, = F*SAz  
ACLEAR,60 4&b*|"Iw  
AMAP,60,65,66,36,35 \*x'7c/qg  
allsel T1,Nb>gBq^  
cP#vzFB0>  
lsel,s,,,8,111,103 {m%]`0
 
LCCAT,all  
&QHZ]2%U  
ESIZE,5,0, D6X0(pU0  
ACLEAR,51 7i-G5%w7  
AMAP,51,35,36,18,80 +i"^"/2f{  
allsel I'6
wh+  
KrVP#|9%"  
@JB9qT  
lsel,s,line,,107 Nfv.v1Tt+  
lesize,all,,,2 8EbJ5wu/%S  
lsel,s,,,66,111,45 z~8`xn,  
LCCAT,all   xF4S  
ESIZE,5,0, kAc8[Hn  
ACLEAR,52 %?<Y&t  
AMAP,52,66,111,23,17 ^j~CY
zmt  
allsel @8\7H'K"\  
amesh,6 1ym^G0"s  
allsel Fpe>|"&  
amesh,34 ,xcm:;&  
allsel g$X4ZRSel  
amesh,35 t`F<lOKj  
allsel :Vdo.uUa  
amesh,8 ;t6)(d4z?  
allsel a-[:RJW  
amesh,7 ENoGV;WG  
allsel V46=48K.  
amesh,64 Z+p'
3  
allsel %=w@c  
amesh,47 Dk^,iY(u  
allsel |
|p>O  
eMT}"u8$A  
lsel,s,,,113,137,24 `^d[$IbDW  
LCCAT,all   MBp,!_Q6  
ESIZE,5,0, LIah'6qR  
ACLEAR,67 ]2zzY::Sd=  
AMAP,67,155,156,40,39 }N^3P0XjYq  
allsel #_(t46  
amesh,56 IA6,P>}N  
allsel B}?$kp  
e-&0f);i  
lsel,s,,,21,67,46 ?aMd#.&  
LCCAT,all   Z'Uc}M'U  
ESIZE,5,0, (~k{aO  
ACLEAR,54 )t?_3'W  
AMAP,54,40,39,76,77 -F->l5  
allsel 2)-V\:;js  
s?j||  
lsel,s,,,68,113,45  []L yu  
LCCAT,all   &$H7
vdWNy  
ESIZE,5,0, TyGsSc  
ACLEAR,55 `4Db( ~
  
AMAP,55,41,43,77,42 $bo,m2)  
allsel Xi  8rD"v  
+uqP:z  
lsel,s,,,48,50,1 dj}y6V&  
LCCAT,all   w *Txc}  
ESIZE,5,0, A_pcv7=@  
ACLEAR,63 B5R/GV  
AMAP,63,112,42,69,70 1yK=Yf%B  
allsel =w,cdU*  
amesh,32
}LA7ku  
allsel (R{|*:KP  
[TaYNc!\  
lsel,s,line,,109 Jf</83R
Z  
lesize,all,,,6 WH

krd8  
amesh,23 |V dr/'  
allsel GZx?vSoHh  
M[:},?ah0  
lsel,s,,,10,11,1 'Dx_n7&=  
lsel,a,,,112,139,27 P`$Y
73L  
lsel,a,,,151 ,6Ua+\|  
LCCAT,all   a +lTAe  
ESIZE,5,0, Y I?4e7Z+  
ACLEAR,66 .ng:Z7  
AMAP,66,57,56,41,23 mo*ClU7  
allsel p E56CM  
 \LP?,<  
lsel,s,,,118,119,1 A<*G;  
lsel,a,,,19 5^0K5R6GQf  
LCCAT,all   &Jf67\N  
ESIZE,5,0, C<B1zgX  
ACLEAR,61 n&fV^ x  
AMAP,61,55,56,41,78 \L]T|]}(  
allsel gPf^dGi7t  
K/A1g.$  
lsel,s,,,51,53,2 ^`f( Pg!  
LCCAT,all   q% pjY  
ESIZE,5,0, cERmCe|/CG  
ACLEAR,57 WoSJp5By$  
AMAP,57,54,55,71,59 VGL!)1
b  
allsel dk@j!-q^  
IzWS6!zKU  
lsel,s,line,,23 =JDa[_lpN  
lesize,all,,,6,1.2 .NX>d@ Kc  
amesh,14 B,NHy C1i  
allsel nNP{>\x;"  
amesh,19 #- z(]Y,y  
allsel  Z5[f  
wf&1,t3Bgn  
lsel,s,line,,74  gU%R9  
lesize,all,,,7,1.2 -MTO=#5z  
amesh,24 Fq
`wx  
allsel X)^&5;\`  
amesh,37 Zt{\<5j  
allsel > Du>vlTY  
A6AIkKjzq  
lsel,s,line,,25     !第二行 15U[F0b  
lesize,all,,,6 >=!
$(JgX  
amesh,17 ?cmv;KV   
allsel kFZjMchm A  
amesh,22 $@}\T  
allsel MoP,a9p  
amesh,21 1v"r8=Wt  
allsel oP`yBX  
amesh,20 38HnW  
allsel `mo>~c7  
amesh,15 6u-aV  
allsel 9xZ?}S:d  
amesh,16 Ag@R60#  
allsel }29Cm$p  
*=~X1s  
7nOn^f D  
lsel,s,line,,81    !第三行 ;=oGg%@aP  
lesize,all,,,7 {WYmO1  
amesh,38 h 1`yW#%  
allsel o ImW  
amesh,18 :eR[lR^4*  
allsel h6Q-+_5  
^{(i;IVG  
lsel,s,,,35,38,1 >x6$F*:W}  
LCCAT,all J6m(\o  
AMAP,65,86,90,53,52 ckg8x&Z  
allsel a"|\n_  
O:86
*  
4}>1I}!k  
,Z1W3;O  
lsel,r,lcca    !删除前面连接的线元素 /c9%|<O%  
ldele,all 8
QaF(?  
/*2sg>e'QF  
arsym,x,all,,0,0     !对称 q1O}dSPwX  
PdNxuy  
nummrg,all,,,,low  ! 合并 g"&e*fF  
numcap,all         !压缩 YkqauyV^  
x|oa"l^JZ"  
k,1911,0,0,0 DfL>fk  
k,1912,0,0,1 9'S~zG%{  
l,1911,1912 r")zR,  
J&jNONu?  
MP,EX,1,1e9 8OW504AD  
MP,PRXY,1,0.4 DJ#z0)3<p  
MP,DENS,1,1800 ko<iG]Dv'  
t1h2ibO  
MP,EX,2,2e9 g0~3;y  
MP,PRXY,2,0.4 !s:v UY58  
MP,DENS,2,1800 {Q@pF  
&ivPY  
MP,EX,3,3e9 {x8UL7{  
MP,PRXY,3,0.4 K`d3p{M  
MP,DENS,3,1800 eS{ xma  
NA`E
G,2  
MP,EX,4,4e9 /^>yDGT,0  
MP,PRXY,4,0.4 _-.~>C  
MP,DENS,4,1800 *;I F^u1  
iTq~^9G  
MP,EX,5,5e9 .
Iret:  
MP,PRXY,5,0.4 mlmXFEC  
MP,DENS,5,1800 F< #!83*%  
D;l)&"|r?  
MP,EX,6,6e9 l8_TeO  
MP,PRXY,6,0.4 ?fXlrJ  
MP,DENS,6,1800 @`X-=GCl  
ErDt~FH  
MP,EX,7,7e9 2r]!$ hto  
MP,PRXY,7,0.4 U2(|/M+  
MP,DENS,7,1800 }M I9?\"q  
RL
;>1Q,H  
MP,EX,8,8e9 9u\&kQxqD  
MP,PRXY,8,0.4 -}?
ud3f<  
MP,DENS,8,1800 "[LSDE"(  
aF'9&A;q  
MP,EX,9,9e9 fW
BI}~e  
MP,PRXY,9,0.4 #(`@D7S"  
MP,DENS,9,1800 H#joc0?P  
F ;m1I+;  
MP,EX,10,10e9 L,F )l2  
MP,PRXY,10,0.4 XU}sbbwu  
MP,DENS,10,1800 W]v[Xm$q  
$K,6!FyBa  
MP,EX,11,1.1e10 gl4|D  
MP,PRXY,11,0.4 y&.[Nt '+  
MP,DENS,11,1800 Qs*6wF  
Ye8&cZ*.  
MP,EX,12,1.2e10 w C0fPPeA  
MP,PRXY,12,0.4 AjQ^ {P  
MP,DENS,12,1800 t7%!~s=,M  
t*? CD.S  
MP,EX,13,1.3e10  t: =  
MP,PRXY,13,0.4 h|!F'F{  
MP,DENS,13,1800 mYudUn4Wo  
3-Q*umh  
MP,EX,14,1.4e10 fDdTs@)6  
MP,PRXY,14,0.4 &!3=eVg  
MP,DENS,14,1800 Rp2~d  
ve#cz2Z  
MP,EX,15,1.5e10 ='7n  
MP,PRXY,15,0.4 s1!_zf_  
MP,DENS,15,1800 oK GFDl]3  
T1y,L<7?  
MP,EX,16,1.6e10 !8|]R  
MP,PRXY,16,0.4 :95wHmk  
MP,DENS,16,1800 z:aT5D  
PUUBn"U-  
MP,EX,17,1.7e10 $FgpFxz;  
MP,PRXY,17,0.4 O/IW.t  
MP,DENS,17,1800 "Q~6cH[#  
sq_N!  
MP,EX,18,1.8e10 Hy<4q^3$G  
MP,PRXY,18,0.4 ]
=jnt  
MP,DENS,18,1800 _[SP*" ]H  
2&W(@wT$  
MP,EX,19,1.9e10 {Y9m;b,X  
MP,PRXY,19,0.4 #=f ]"uM<  
MP,DENS,19,1800 yT42u|xZA  
n ?%3
=~9  
MP,EX,20,2e10 &Z+a (  
MP,PRXY,20,0.4 6qK0G$>  
MP,DENS,20,1800 =*q:R9V  
YZCPS6PuE  
MP,EX,21,2.1e10 C.{*|#&GAt  
MP,PRXY,21,0.4  ->-  
MP,DENS,21,1800 T[=XGAJ  
XbJ=lH  
MP,EX,22,2.2e10 o_gpBaWD  
MP,PRXY,22,0.4 rG"}CX`]:  
MP,DENS,22,1800 C"/
]X  
oOuhbFu  
MP,EX,23,2.3e10 PZ-|W  
MP,PRXY,23,0.4 {sy#&m(el  
MP,DENS,23,1800 ??rx\*,C</  
0>-l {4srs  
MP,EX,24,2.4e10 181-m7W  
MP,PRXY,24,0.4 /n7F]Ok'*  
MP,DENS,24,1800 gU/\'~HG  
HLAYmXX"w  
MP,EX,25,2.5e10 &L-y1'i=j  
MP,PRXY,25,0.4 o(~>a  
MP,DENS,25,1800 &_&])V)<\S  
oJ`ih&Q8  
MP,EX,26,2.6e10 Vzz0)`*hQ  
MP,PRXY,26,0.4 {"e/3  
MP,DENS,26,1800 >ofS'mp  
 UJoWTx  
MP,EX,27,2.7e10 U<eVLfSij  
MP,PRXY,27,0.4  'TV^0D"  
MP,DENS,27,1800 "HVwm>qEi  
8&VwAo  
MP,EX,28,2.8e10 dH!k{3bL  
MP,PRXY,28,0.4 amGQ!$] %#  
MP,DENS,28,1800 DB_ x  
,u(g#T  
MP,EX,29,2.9e10 (@M=
W.M#  
MP,PRXY,29,0.4 qo.~5   
MP,DENS,29,1800 neQ2+W%oj  
f9D7T|J?10  
MP,EX,30,3.0e10 oC U8;z  
MP,PRXY,30,0.4 )xP]rOT  
MP,DENS,30,1800 ls,gQ]B:P  
M!=v"
C#  
MP,EX,31,3.1e10 0(3t#  
MP,PRXY,31,0.4 Bw"L!sZ  
MP,DENS,31,1800 AY0o0\6cw  
P _Zf(`jJ  
Lq LciD  
MP,EX,32,3.2e10 V:!fe+Er  
MP,PRXY,32,0.4 h|%d=`P,  
MP,DENS,32,1800 .gT@_.ZD9  
W1y,.6  
MP,EX,33,3.3e10 kOR%<#:J  
MP,PRXY,33,0.4 8pDJz_F!{  
MP,DENS,33,1800 3Du&KZ  
nA
d 4g|  
4cJ7.Pez  
MP,EX,34,3.4e10 +U+c]Xgt  
MP,PRXY,34,0.4 "=|yM~V  
MP,DENS,34,1800 u[s+YGS  
 fUb5KCZ  
MP,EX,35,3.5e10 <g,k[  
MP,PRXY,35,0.4 .6$ST Ksr  
MP,DENS,35,1800 V* fDvr0  
&66G  
MP,EX,36,3.6e10 `"(7)T{  
MP,PRXY,36,0.4 )J (ekfM  
MP,DENS,36,1800 sj. eJX"z  
Bh2m,=``  
MP,EX,37,3.7e10 Z#>k:v  
MP,PRXY,37,0.4 J;"XRE[%5  
MP,DENS,37,1800 G~4^`[elB  
wC=IN  
|ki#MtCp  
MP,EX,38,3.8e10 $z@e19gT  
MP,PRXY,38,0.4 Rl3KE)<  
MP,DENS,38,1800 i>,5b1x~  
 IO>Cyo  
MP,EX,39,3.9e10 R) @k|  
MP,PRXY,39,0.4 <`|}bt  
MP,DENS,39,1800 ,[Cl'B  
S~/iHXm  
~z|
/t^  
MP,EX,40,4e10 a+weBF#Z  
MP,PRXY,40,0.4 p$[*GXR4  
MP,DENS,40,1800 f 21w`Uk48  
!h&hPY1  
MP,EX,41,4.1e10 oi"Bf7{  
MP,PRXY,41,0.4 \~y>aYy  
MP,DENS,41,1800 1oX"}YY1  
|.(o4<nx.  
MP,EX,42,4.2e10 f^%vIB ~[  
MP,PRXY,42,0.4 -+Q,xxu  
MP,DENS,42,1800 3O#7OL68v  
*A,=Y/  
*GRhZ~U  
type,2   !拉伸 Jz%&-e3  
EXTOPT,ESIZE,1,0,   !中到洞顶，面生成体单元的控制命令 [.<vISRir  
EXTOPT,ACLEAR,1 /B1<N}  
mat,1 X[Y!=e4z  
asel,s,area,,106,107,1 h.2!d0j]  
asel,a,area,,39,40,1 c}v:X Slh7  
VDRAG,all,,,,,,304 {b/AOR o  
allsel i,4JS,82I  
`i{o8l  
type,2   V!},a@>p  
EXTOPT,ESIZE,1,0,    !中到洞右上-jiao um3 M4>K  
EXTOPT,ACLEAR,1 8zVXQ!'  
mat,2 Qr0JJoHT  
asel,s,area,,30 e@8I%%V
,  
VDRAG,all,,,,,,304 RE"}+D  
allsel Ujj2A^  
-'q=oTZ  
type,2   C7+TnJ  
EXTOPT,ESIZE,1,0,  !中到洞右上 ix!u#7  
EXTOPT,ACLEAR,1 ZibHT:n  
mat,3 j*xens$)  
asel,s,area,,31 &|{K*pNa  
VDRAG,all,,,,,,304 wEDU*}~  
allsel ?;{A@icr  
N(1jm
F  
type,2   ;WGY)=-gv  
EXTOPT,ESIZE,1,0,    !中到洞右下 ^Gd<miw  
EXTOPT,ACLEAR,1 ~}ewna/2  
mat,4 ]L&_R^  
asel,s,area,,33,34,1 NqF-[G<  
VDRAG,all,,,,,,304 SxH}/I|W  
allsel 8sbS7*#  
DK)qBxc8  
type,2   Q?1 KxD!  
EXTOPT,ESIZE,1,0,    !中到洞右下-jiao UNY>Q7  
EXTOPT,ACLEAR,1 )Fm  
mat,5 `kj7I{'l%9  
asel,s,area,,35 v"$; aJ  
VDRAG,all,,,,,,304 R [uo:.  
allsel |}mBW@ah  
d[$1:V  
type,2   Kw?,A   
EXTOPT,ESIZE,1,0,   !中到洞左上-jiao ]e"NJkcm  
EXTOPT,ACLEAR,1 `DA=';>Y  
mat,6 BAKfs/N  
asel,s,area,,97 t}oxHEa V  
VDRAG,all,,,,,,304 E&K8hY%5  
allsel <M\Z}2d  
}y[o[>  
type,2   {UPIdQ'g  
EXTOPT,ESIZE,1,0,  !中到洞左上 "+XO[WGc  
EXTOPT,ACLEAR,1 c"QH-sE  
mat,7 3G>E>yJ  
asel,s,area,,98 /?J_7Lg  
VDRAG,all,,,,,,304 \h0e09& I  
allsel VUt 6[~?  
5SKu\H\  
type,2   |Xu7cCh$me  
EXTOPT,ESIZE,1,0,   !中到洞左下 pxY5S}@  
EXTOPT,ACLEAR,1 3}T&|@*  
mat,8 K1+,y1c  
asel,s,area,,100,101,1 h2BD?y  
VDRAG,all,,,,,,304 d+^4;Hv4  
allsel Jhut>8  
`\.n_nM  
type,2   {_ 1q`5o  
EXTOPT,ESIZE,1,0,  !中到洞左下-jiao ]mqB&{g  
EXTOPT,ACLEAR,1 ^~Ar  
mat,9 (sl]%RjGa
 
asel,s,area,,102 6"=e+V@  
VDRAG,all,,,,,,304 4l3N#U0Q  
allsel $==hr^H  
QR8F'7S  
type,2   XG^  
EXTOPT,ESIZE,1,0,   !中隔墙 {9=U6m^R2  
EXTOPT,ACLEAR,1 m3|,c[M1  
mat,10 U>I#f  
asel,s,area,,52,58,6 '$U"RP^(  
asel,a,area,,60,119,59 jgO{DNe(=  
asel,a,area,,125,127,2 )O+9v}2  
VDRAG,all,,,,,,304 $YSOkyC?  
allsel $jntT(V  
uV\=EDno  
type,2   /3c1{%B\  
EXTOPT,ESIZE,1,0,   !中洞左二衬 Jq; }q63:  
EXTOPT,ACLEAR,1 Cn{UzSKfs  
mat,11 #Gg^fm  
asel,s,area,,73,79,6 gT+/CVj R  
VDRAG,all,,,,,,304
(<<eHf,@  
allsel <T&$1m{  
'"KK|]vJ  
type,2   ^1nf|Xj[  
EXTOPT,ESIZE,1,0,   !中洞右二衬 &#)3v8  
EXTOPT,ACLEAR,1 NCsUC  
mat,12 `
}=Fw0  
asel,s,area,,6,12,6 LS_QoS  
VDRAG,all,,,,,,304 5&xvY.!27V  
allsel :@3d  
6Q>w\@lF  
type,2   mee-Qq:}  
EXTOPT,ESIZE,1,0,   !中洞内zuo围眼 ilHj%h*z  
EXTOPT,ACLEAR,1 Ln: y|t  
mat,13 hQ\]vp7V  
asel,s,area,,118,120,2 cN :;ir  
VDRAG,all,,,,,,304 Xgl>kJy<#  
allsel " DFg"  
N0Y!  
!右到洞 C1nQZtF R  
zZ wD)p?_g  
type,2   C[s*Na-  
EXTOPT,ESIZE,1,0,   !边一衬 )a6i8b3  
EXTOPT,ACLEAR,1 k+i=0P0mf  
mat,14 '-~86Q  
asel,s,area,,29 #"OKO6]  
asel,a,area,,63 :L?zk"0C  
asel,a,area,,44 D\TL6"wo  
VDRAG,all,,,,,,304 #z~oc^J^T  
allsel .Q#Eb %%  
+Rvj]vd}&  
9Z*vp^3  
type,2   Ue\&  
EXTOPT,ESIZE,1,0,   !上一衬-交 E }yxF.  
EXTOPT,ACLEAR,1 H>D_0o<#y  
mat,15 nOB ]?{X  
asel,s,area,,48 ruW6cvsvet  
VDRAG,all,,,,,,304 bH.">IV  
allsel yA_d
${n  
1,mf]7k$  
type,2   n/6A@C  
EXTOPT,ESIZE,1,0,   !上一衬 C6Mb(
&  
EXTOPT,ACLEAR,1 %DN&K  
mat,16 urN&."c  
asel,s,area,,46 m$ JQ[vgh  
VDRAG,all,,,,,,304 MaEh8
*  
allsel l)|CPSN?w  
=1,g#HS  
N7;2BUIXJ  
type,2   GphG/C (  
EXTOPT,ESIZE,1,0,   !下一衬 vrbS-Z<S9  
EXTOPT,ACLEAR,1 [ wROIvV  
mat,17 qd.b&i  
asel,s,area,,45,64,19 vJ{\67tK  
VDRAG,all,,,,,,304 H
;CGLis  
allsel m1<B6*iG"  
f(C0&"4e  
type,2   vKW%l  
EXTOPT,ESIZE,1,0,   !下一衬-交 [Cs2H8=#  
EXTOPT,ACLEAR,1 x O)nS _I  
mat,18 UxW>hbzr&V  
asel,s,area,,47 ooq>/OI0  
VDRAG,all,,,,,,304 h%O`,iD2  
allsel yJrPb"  
B845BSmh  
type,2   (&B
& V  
EXTOPT,ESIZE,1,0,   !二衬 s
2$R2,  
EXTOPT,ACLEAR,1 x;SrJVDN  
mat,19 ^NCH)zK]v  
asel,s,area,,54,56,1 ,aN/``j=  
asel,a,area,,28 q4Z\y  
asel,a,area,,5 Gg&jb=  
VDRAG,all,,,,,,304 QL)UPf>Kp  
allsel I?PKc'b  
JE j+>  
type,2  
kSJWQ  
EXTOPT,ESIZE,1,0,   !围眼 z(]*'0)P  
EXTOPT,ACLEAR,1 _A,m@BCz  
mat,20 $ey<8q
zp  
asel,s,area,,1 }C'z$i( y  
asel,a,area,,62,67,5 ]EK"AuEz`  
VDRAG,all,,,,,,304 1{~9:U Q  
allsel 0>'1|8+`(z  
OVd"'|&6_  
!左导洞 "[8](3\v  
Jd%#eD*k9  
type,2   W$3p,VTMmB  
EXTOPT,ESIZE,1,0,   !边一衬 YgDgd\  
EXTOPT,ACLEAR,1 8'?e4;O  
mat,21 !98s[)B:  
asel,s,area,,96 ~E!"YkIr  
asel,a,area,,130 1S=I(n?E  
asel,a,area,,111 $0 li"+  
VDRAG,all,,,,,,304 a"v D+r7Ol  
allsel %0]&o, w{  
z><
JbSE
?  
type,2   >S~#E,Tg  
EXTOPT,ESIZE,1,0,   !上一衬-交 :4WwCpgz,  
EXTOPT,ACLEAR,1 9+/<[w7  
mat,22 5~sJ$5<,  
asel,s,area,,115 & .#0jb1r  
VDRAG,all,,,,,,304 Pc$<Cv|vz  
allsel :&a|8Wi[W  
)jH"6my_  
type,2   o`#;[  
EXTOPT,ESIZE,1,0,   !上一衬 ~@-Az([H  
EXTOPT,ACLEAR,1 "NJ!A  
mat,23
F;z FKvn  
asel,s,area,,113 tf/ f-S  
VDRAG,all,,,,,,304 KctD=6  
allsel w@"|S_E  

:;JJvYIs  
type,2   [<%yUy  
EXTOPT,ESIZE,1,0,   !下一衬 weu'<C   
EXTOPT,ACLEAR,1 5!5P\o  
mat,24 ou(9Qf zN  
asel,s,area,,112,131,19 >2wjV"W?  
VDRAG,all,,,,,,304 2x{3'^+l  
allsel J>+Dv?Ni$  
RuHJk\T+  
type,2   h)YqC$A-s  
EXTOPT,ESIZE,1,0,   !下一衬-交 eAl&[_o|S  
EXTOPT,ACLEAR,1 }FFW,x  
mat,25 KN%Xp/lkX  
asel,s,area,,114 P_qxw-s  
VDRAG,all,,,,,,304 ./6L&?*`~;  
allsel O<+C$J|  
Ek4aC3  
S'A~9+  
type,2   ~gV
|_G  
EXTOPT,ESIZE,1,0,   !二衬 *m|]c4  
EXTOPT,ACLEAR,1 51rM6 BT  
mat,26 `*~:nvU  
asel,s,area,,121,123,1 doe[f_\  
asel,a,area,,72,95,23 ]=pEs6%O3  
VDRAG,all,,,,,,304 7lh%
\  
allsel oACE:h9U  
\V&ly/\ )  
type,2   un\"1RdO  
EXTOPT,ESIZE,1,0,   !围岩 Z1>pOJm  
EXTOPT,ACLEAR,1 ,{.&xJ$  
mat,27 LN7;Yr  
asel,s,area,,68 -m__I U  
asel,a,area,,129,134,5 G q:7d]c~T  
VDRAG,all,,,,,,304 ` "9Y.KU  
allsel
+ W +<~E  
X/.|S57  
!右洞 q_W NN/w  
=XYfzR  
type,2   #4|?;C)u\  
EXTOPT,ESIZE,1,0,   !右上一衬 Nl(Aa5:!  
EXTOPT,ACLEAR,1 m=n V$H  
mat,28 PCFm@S@Q  
asel,s,area,,9 b|xz`wUH0$  
asel,a,area,,42,43,1 M"P$hb'F  
VDRAG,all,,,,,,304 bhg"<I  
allsel kp0>8rkF  
eR3!P8t  
%i^%D  
type,2   9J1&g(?>-  
EXTOPT,ESIZE,1,0,   !右上二衬 EKDv3aFQZ#  
EXTOPT,ACLEAR,1 !Hgq7vZG  
mat,29 tB
f u{oC  
asel,s,area,,36 z~X]v["d  
asel,a,area,,49,50,1 n'R 8nn6^  
VDRAG,all,,,,,,304 {^N=hI  
allsel aoC
yYnZD  
s~TYzfA  
type,2   ))+R*k%  
EXTOPT,ESIZE,1,0,   !道班 "cti(0F-d  
EXTOPT,ACLEAR,1 q!FJP9x  
mat,30 QXF>xZ~  
asel,s,area,,2 tnTr&o#  
VDRAG,all,,,,,,304 x-q er-  
allsel >u6kT\|^C  
\;g{qM 8  
type,2   }]f)Fz  
EXTOPT,ESIZE,1,0,   !右上围岩 ]zD/W%c  
EXTOPT,ACLEAR,1 ukZL  
mat,31 TeG
'cKz  
asel,s,area,,3,4,1 <iTaJa$0m  
VDRAG,all,,,,,,304 m(&ZNZK  
allsel jIEK[vJ`  
H p1cVs  
type,2   )ll}hGS  
EXTOPT,ESIZE,1,0,   !右下围岩 2sf/^XC1  
EXTOPT,ACLEAR,1 |&C.P?q  
mat,32 &yYK%~}t[  
asel,s,area,,8,27,19 v1;`.PWD  
VDRAG,all,,,,,,304 9m8`4%y=  
allsel (3_2h4O  
*WOA",gZ  
type,2   :k JSu{p  
EXTOPT,ESIZE,1,0,   !右下二衬 ofN|%g /  
EXTOPT,ACLEAR,1 ?X=9@m  
mat,33 Vg2s~ce{  
asel,s,area,,7 <FGM/e4  
VDRAG,all,,,,,,304 ogPxj KSI  
allsel IU3OI:uq  
vL-%"*>v  
!左洞 lKe aI  
bk"` hq  
type,2   cDLS)  
EXTOPT,ESIZE,1,0,   !左上一衬 [5:F  
EXTOPT,ACLEAR,1 kkqrlJO|  
mat,34 N>@AsI  
asel,s,area,,76 RMsr7M4<91  
asel,a,area,,109,110,1 K34y3i_  
VDRAG,all,,,,,,304 0WQ0-~wx  
allsel ]1gt|M^  
Y5(`/
 
d<#Xqc  
type,2   <m9IZIY<  
EXTOPT,ESIZE,1,0,   !左上二衬 RJ@d_~%U  
EXTOPT,ACLEAR,1 Mc{1Cdj  
mat,35 ah
~7T~  
asel,s,area,,103 {KODwP'~  
asel,a,area,,116,117,1 qxE~Moht  
VDRAG,all,,,,,,304 Ma_! 1Y  
allsel "j~=YW+l  
3~M8.{ U#V  
type,2   Lw-)ijBW  
EXTOPT,ESIZE,1,0,   !道班 N7
Dm,Q]  
EXTOPT,ACLEAR,1 !a?o9<V  
mat,36 2W|j K  
asel,s,area,,69 AD~\/V&+  
VDRAG,all,,,,,,304 G!%1<SLi.  
allsel I'J=I{p*  
oA73\BFfP  
type,2   8qt|2%  
EXTOPT,ESIZE,1,0,   !左上围岩 NjL,0Bp  
EXTOPT,ACLEAR,1 6nxf<1  
mat,37 y8 `H*s@  
asel,s,area,,70,71,1 5>/,25 99  
VDRAG,all,,,,,,304 u},<On  
allsel tpA7"JD  
d4gl V`%.  
type,2   AnIENJ  
EXTOPT,ESIZE,1,0,   !左下围岩 44wY5nYNt  
EXTOPT,ACLEAR,1 A2F+$N  
mat,38 3+Xz5>"a  
asel,s,area,,75,94,19 ~I2IgEj>]  
VDRAG,all,,,,,,304 !*EHr09N7  
allsel {8b6A~/  
Le#bitp  
type,2   }LQ&
AIRN  
EXTOPT,ESIZE,1,0,   !左下二衬 i7*4hYY  
EXTOPT,ACLEAR,1
FWPkvL  
mat,39 ~"{Kjr#R  
asel,s,area,,74 RM QlciG  
VDRAG,all,,,,,,304 ^d-`?zb  
allsel 9KD2C>d<  
}1epn#O_4  
!外围 `P"-9Ue=  
M="%NxuS  
type,2   2I6c7H s  
EXTOPT,ESIZE,1,0,   !加固区 &eyFApM[Z  
EXTOPT,ACLEAR,1 9%iqequ  
mat,40 8h-6;x^^  
asel,s,area,,11,26,15 fE7[Sk  
asel,a,area,,41,59,18 ~M,n
CG^4  
asel,a,area,,78,93,15
=suj3.   
asel,a,area,,108,126,18 dIMs{!  
VDRAG,all,,,,,,304 5ahAp];  
allsel 0=7C-A1(D  
LV'v7 2yUH  
SyX>zN!  
type,2   P4ot,Q4  
EXTOPT,ESIZE,1,0,   !外围围岩 e)>Z&e,3  
EXTOPT,ACLEAR,1 hDzKB))<w  
mat,41 q4lL7@_  
asel,s,area,,13,25,1 efRa|7!HK  
asel,a,area,,65,66,1 X]Sr]M^EK  
asel,a,area,,37,38,1 rVFAwbR  
asel,a,area,,10,32,22 a+,)rY9  
asel,a,area,,57,61,4 Z}$.Tm  
asel,a,area,,80,92,1 aFd ,   
asel,a,area,,104,105,1 )7[>/2aGd  
asel,a,area,,132,133,1 3|g'1X}  
asel,a,area,,77,99,22 X~%Wg*Hm  
asel,a,area,,124,128,4 3v5]L3  
VDRAG,all,,,,,,304 q'd6\G0}  
allsel )vhHlZ *+  
^MDBJ0 I.  
type,2   pOGVD  
EXTOPT,ESIZE,1,0,   !中洞内you围眼 V#C
[I~l  
EXTOPT,ACLEAR,1 xOPSw|!w
 
mat,42 *>zr'Tt,W  
asel,s,area,,51,53,2 cAAJ7?  
VDRAG,all,,,,,,304 (m~MyT#S  
l% K9K
e  
FpCj$y~3  
k,1000,5,0,1 W!V06.  
CSKP,20,0,1912,1000,1911,1,1,  !定义一个局部坐标，三点式 xw]Zo<F  
DSYS,20,                       !激活局部坐标 2}'&38wMT  
x-(?^g  
nummrg,all,,,,low  ! 合并 V'\4sPt  
numcap,all         !压缩 'I*F(4x  
rJKX4,M  
flac 3d模拟隧道开挖命令流 (Q\QZu@  
C5 ^_R  
def moduli_data Y#3m|b45n  
s_mod=y_mod/(2.0*(1.0+p_ratio)) {#0B~Zr  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) J4xt!RW!  
end c"77<Db$  
set y_mod 5e14 UYGl  
set p_ratio 0.25 rh/3N8[6  
moduli_data ,k+jx53XV  
sm4@ywd>  
mo el ;定义本构模型 E^T/Qu  
prop bulk b_mod shear s_mod 1 NLawi6  
pBh[F5  
fix x range x  -55.1 -54.9 Su6ZO'[)  
fix x range x  54.9  55.1 z35n3q  
fix z range z  -49.152 -48.952 E+UOuf*(  
fix y range y  -0.1 0.1 ,1RW}1n  
fix y range y  0.9 1.1 BqKD+  
;m@>v?zE  
ini density 2479 X NnsMl  
set gravity 0 0 -10 nakhep
LN  
set large ?r2Im5N  
apply szz -0.115e6 range z 11.848 12.048 5"]PwC  
;释放0 %[&cy'  
solve yV=hi?f-[V  
save 地应力.sav !V7VM_}@Y  
,N5Rdgzk  
JxNjyw  
;围岩 XZJ}nXy  
def moduli_data11 
/Y|9!{.  
s_mod=y_mod/(2.0*(1.0+p_ratio)) ir3iW*5k  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) .ikFqZ$$  
end pjrVPi5&t  
set y_mod 6e9 X7Cou6r  
set p_ratio 0.25 7Ja^d-F7  
moduli_data11 Xj?j1R>GB  
4VD'<`R[  
mo mohr   ;所有的 G2 xYa$&][  
prop bulk b_mod shear s_mod fric 39 coh 7e5 ten 1e5 =DGaK0n  
ini xdis=0 ydis=0 zdis=0 4,wdIdSm4  
set large nu4GK}xI  
hist unbal z2wR]G5!  
<),FI <~  
5-5qm[.;  
;开挖中导洞 _dIv{L!  
model null range group 1   64hr|v  
model null range group 2   `"Tx%>E(U  
model null range group 3   ,`S"nq  
model null range group 4   v
=iz*2+X  
model null range group 5   sW@4r/F>:D  
model null range group 6 6n45]?  
model null range group 7   Kc}FMu  
model null range group 8   3[-L'!pOX3  
model null range group 9   bmzs!fg_~R  
model null range group 10   YmNBtGhT  
model null range group 11 71w  
model null range group 12 !@%m3)T8  
model null range group 13 xAon:58m{  
model null range group 42 \E]s]ft;+  
step 100 >eWHPO  
.'L@$]!G  
;zhong导洞初期支护 hdfNXZ{A"  
mo el range group 1  ;必须说明范围 =DcKHL(m  
mo el range group 2 8.'%wOU@A  
mo el range group 3 [[LCEw  
mo el range group 4 ~?+Jt3?,  
mo el range group 5 s <Ag8U8  
mo el range group 6 8&3+=<U  
mo el range group 7 ,hYUxh45  
mo el range group 8 8{epy  
mo el range group 9 `SFI\Y+WDT  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 1 '~<D[](/F  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 2 |JnJ=@-y  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 3 *:_xy{m\  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 4 gMFTZQsP  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 5 <?2[]h:wp  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 6 z*I
=  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 7 y3))I\QT  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 8 U3ED3) D  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 9 L#m1
!+J  
step 1000 $l0^2o=  
save 中导洞初期支护.sav .2Y"=|NdA  
DLJu%5F  
;施作中隔墙 Pdrz lu   
mo el range group 10 li$(oA2  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 10 0 \
&4?  
step 500 mWfzL'*  
save 中隔墙.sav `+Wl fk;  
!pQQkZol  
;施作中导洞二衬 GwxfnCKi9  
mo el range group 11 (VU: &.  
mo el range group 12 L&.9.Ll  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 11 Y GvtG U-  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 12 G0xk @SE  
step 500 EX|Wd|aK  
save 中导洞二衬.sav m7~kRY514  
X3<<f`X  
dl;^sn0s  
;开挖you导洞 xpRQ"6  
model null range group 14   Z_ak4C  
model null range group 15   x_s9DkX  
model null range group 16 "N D1$
l  
model null range group 17   f0O"Hm$Z  
model null range group 18   8! pfy"  
model null range group 19 m7cp0+Peo  
model null range group 20 zxT&K|  
step 100 k`'^e
/  
l"*zr ;#  
;you导洞初期支护 #zZQ@+5zw  
mo el range group 14  ;必须说明范围 " q0lh  
mo el range group 15 #q6jE  
mo el range group 16 _ ?xORzO  
mo el range group 17 @'7'3+ c  
mo el range group 18  r@/+  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 14 j1_CA5V
  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 15 >#)^4-e  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 16 l)4KX{Rz{A  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 17 QZYD;&iY&  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 18 E}b" qOV  
step 1000
Fnzv&  
save 右导洞初期支护.sav ,_F1g<^@u  
XSpX6fq  
;施作you-bian墙 LS?3 >1g  
mo el range group 19 jLM1~`&  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 19 X8GIRL)lJ  
step 1000 ?FA} ;?v  
save 右导洞边墙.sav K\,)9:`t  
1I<fp $h  
oDrfzm|[Y  
;开挖zuo导洞 Gh>Rt=Qu%  
model null range group 21   ?|w>."F  
model null range group 22   %8DU}}Rj  
model null range group 23   +%UfnbZ  
model null range group 24 l*e*jA_>:7  
model null range group 25 sV%<U-X  
model null range group 26 ?<%GYdus  
model null range group 27 ^"(CZvq  
step 100 bd5\Rt  
>DP9S@W  
;zuo导洞初期支护 N! 
}p  
mo el range group 21 ;必须说明范围 pW2NrBq@w  
mo el range group 22 l#Ipo5
=  
mo el range group 23 LkK%DY  
mo el range group 24 9i;%(b{  
mo el range group 25 5N@k9x  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 21 ; {iX_%  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 22 x&@. [FJhO  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 23 +? E~F  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 24 onI%Jl sq  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 25 zn@<>o8hU  
step 1000 04D>h0yFf  
save 左导洞初期支护.sav *:{s|18Pj  
^<}9#q/rt  
;施作zuo-bian墙 &CpxD."8x  
mo el range group 26 >7V96jL$Y  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 26 | (JxtQqQg  
step 1000 SIYBMe  
save 左导洞边墙.sav nD@/,kw"  
J<'[P$D  
;回填 NTbmI$(  
def moduli_data112 %M]%[4eC  
s_mod=y_mod/(2.0*(1.0+p_ratio)) HIsIW%B  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) C& BRyo  
end iyKAw   
set y_mod 6e9 ]w`)"{j5m  
set p_ratio 0.25 ZVs]_`(+  
moduli_data112 BiT #bg  
|r>+\" X  
mo mohr range group 42  ;所有的 WK)hj{k  
prop bulk b_mod shear s_mod fric 39 coh 7e5 ten 1e5 range group 42 %UT5KYd!=N  
step 100 _2xNio&  
v[{g"C  
;zuo上开挖 qIS9.AL  
model null range group 34 ?<)4
_  
model null range group 35   Q3[MzIk 4  
model null range group 36 =.a}  
model null range group 37 LM\H%=*L  
model null range group 6 Iv+JEuIi  
model null range group 7   e=Ko4Ao2y  
model null range group 22 Z}#'.y\ f  
model null range group 23 hjf!FY*F  
step 100 <:/Lap#D^  
p!B&&)&db  
;zuo上初期支护 )eIC5>#.  
mo el range group 34  ;必须说明范围 M15Ce)oB1(  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 34 o@:${>jw  
step 1000 QxS]6hA  
.);~H#  
;施作zuo-shang二次衬砌 IJa6W`}  
mo el range group 6 DcYL8u  
mo el range group 22 '5V}Z3zJ/  
mo el range group 35 QOiPDu=8z  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 6 diHK  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 22 K)b@,/5  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 35 -Pt.  
step 1000 
-w'
  
save 左上二衬.sav QTr)r;Tro  
jV{?.0/h|  
x3
DUz  
;右上开挖 Cm@rXA/  
model null range group 28 A.tXAOM(VW  
model null range group 29   /JsA[}.6  
model null range group 30 vz6No%8X  
model null range group 31 M^IEu}  
model null range group 2 'F2g2W`  
model null range group 3   =r|e]4  
model null range group 15 ;>hRj!  
model null range group 16 Znr6,[U+q
 
model null range group 42 I;1W6uD=  
step 100 8u8-:c%{  
*.%z  
;右上初期支护 BOt1J_;(rO  
mo el range group 28  ;必须说明范围 +FomAs1*f  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 28 43wm_4C!H  
step 1000 #zmt x0  
Z9wKjxu+
 
;施作you-上二次衬砌 d
e=){.7Y  
mo el range group 2 oZ,J{I!L  
mo el range group 15 
_E %!5u  
mo el range group 29 5 EhOvt8  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 2 /cHUqn30a  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 15 CWBlDz  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 29 LV2#w_^I  
step 1000 %_Q+@9  
save 右上二衬.sav CP0;<}k  
-al\*XDz  
Nk63F&J7e  
;zuo下开挖 6v"WI@b4  
model null range group 38 =/5^/vwgY  
model null range group 39 H 48YX(HI  
model null range group 8 Xwp6]lx  
model null range group 9 m^!Kthq  
model null range group 24 eI,'7u4q  
model null range group 25   YCl&}/.pA  
step 100 35Ro85j  
:$6mS[@|  
;施作zuo-xia二次衬砌 G&Fe2&5!w  
mo el range group 9 <)$&V*\  
mo el range group 25 QM('bbN  
mo el range group 36 ($nQmr;t  
mo el range group 39
WOg pDs  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 9 ^F)t>K$0m  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 25 <-6f}wN  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 36 +D+v j|fn  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 39 *@I/TX'\rY  
step 1000 C5Vlqc;  
save 左下二衬.sav Nl]_Ie6  
k"3@G?JY  
_V`F_C\\#  
;右下开挖 E"%dO  
model null range group 32 ?B+]Ex(\B,  
model null range group 33 lVv'_9yg  
model null range group 4 lvAKL>qX  
model null range group 5 bL`>#M_^  
model null range group 17 Rp+Lu  
model null range group 18   F/SYmNp  
step 100 LpK? C<?x  
2c*w{\X  
M!YGv   
;施作you-下二次衬砌 15z(hzU?#  
mo el range group 5 Sx:JuK@  
mo el range group 18 :F8h}\a*  
mo el range group 30 |.KB  
mo el range group 33 Spu> ac  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 5 `pb=y}  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 18 BZQ"[-V{  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 30 9!_JV;2  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 33 .[r1Qz7G  
solve D&o~4Qvc]  
save 右二衬.sav `@xnpA]l  
QE|x[?7e,!  
;V?3Hwl  
apply szz -0.005e6 range group 30 x 3.5013 7.5013 z 2.2976 2.4976 00B,1Q HP  
apply szz -0.005e6 range group 36 x -7.5013 -3.5013 z 2.2976 2.4976 kQF3DR$,B  
solve -x{@D{Q%  
save 面力.sav <a&w$Zc/  
\3&1iA9=)  
 :yw8_D3  
u4tv=+jh  
EK.n $  
S
oWM
P2/  
m\oxS;fxWi  
( Sjlm^bca  
XU<XK9EA  
m*wDJEKo  
T[evh]koB  
xS4?M<|L63  
\[G"/]J  
X$Shi *U[  
bE,#,  
Dz,|sHCmk  
jR9;<qT/  
Q@"}v_r4  
1#3eY?Nb  
l)e6*sDZ,  
wV\7  
4p7j"d5  
|!81M|H  
9n49p?  
 1pK(tm  
4k9$' k  
Kum" }ux  
xS(VgP&YGO  
D9  Mst6  
O2":)zU.  
ykRd+H-t  
`,O"^zR)z  
Es- =0gpK  
JqUft=p5  
#)#J`s1R  
9K;g\? 3  
w`EC6ZN  
?
\I@w4  
 @EURp  
*kTj,&x[  
Sz:PeUr9h  
Lf:#koaC  
8>G5VhCm~o  
'[HBKn$`  
7|"l/s9,  
x:i,l:x  
o=RxQk1N  
1Q=L/keP  
G5|'uKz2"  
Em4'b1mDX%  
nXk9 IG(  

f'MRC \  
new j+>[~c;0)  
config fluid ;设置流体场  )y6  
;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 'f0R/6h\3s  
;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. ^$mCF%e8H  
def para_set }8ESp3~e_  
  sw=2.00         ;河水水位，位于地面以上多少m N?8nlrDQ  
  ms=23.00        ;埋深，地表至隧道顶部距离m Zl>wWJ3y  
  dd=6.00         ;盾构直径 m<LzgX  
  rr=3.00         ;盾构半径 _dECAk &b  
  dx_bj=35.00         ;x边界距离 V6+:g=@U-l  
  dy_bj=60.00         ;y边界距离 aO}p"-'  
  dz_sbj=ms+dd/2      ;z上边界，从原点算起(埋深+盾构半径) ,<C~DSA
yZ  
  dz_xbj=-(30.00+dd/2)  ;z下边界，从原点算起(30m+盾构半径) \ KsKb0sM  
  hf_1=9.00              ;为了便于建模，将模型从9m处划分开 P8H2v_)X&  
  hf_11=-9.00            ;为了便于建模，将模型从-9m处划分开 ]k BC,m(  
  y_size=24            ;开挖方向分割为24段 5z_Kkf?o  
  r_size=3            ;隧道半径分割为3段,n1 \II^&xSF  
  rh_size=8           ;隧道四分之一弧上划分为8段,n3 I*f@M}  
  rxy_size=4          ;1、2块radcyl中的n4. ,-kz\N@.  
;设置流体参数 zsj]WP6j  
  fl_mod1=2e8         ;设置流体模量 cmYzS6f,7  
  fl_dens1=1000       ;设置流体密度 tR4+]K  
  fl_perm1=5e-7       ;设置渗透系数 O'(D:D?  
;设置摩尔准则参数 ]ncK M?'O  
  soi_dens1=1.55e3    ;设置土体干密度 l^%52m@{  
  soi_bulk1=25e6      ;设置土体体积模量 _,v>P2)  
  soi_shear1=12e6     ;设置土体剪切模量 QxuU3#l  
  soi_fric1=35         4#t=%}  
  soi_coh1=2e3 ,,1y0s0`  
  soi_tens1=1e4 ?!$Dr0r  
end IGo5b-ds  
para_set ~eS/gF?  
/1m+iM^V  
;划分网格 9 &Ry51  
;生成第1块 4/_!F'j  
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   "HwlN_PA  
gen zone reflect normal 0 0 -1  ;映射网格，生成第2块 ]dV$H  
;生成第3块 M$Rh]3vqR  
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 VV#'d  
;生成第4块 >]
A#_p  
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 X)=m4\R  
;生成第5块   :c Er{U8  
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 E$A=*-u  
;生成第6块 GuaF B[4  
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 b7">IzAe  
;生成第7块   sO!m,p
K(  
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 ~9,Fc6w4`+  
group tunnel1 range cyl end1 0 0 0 end2 0 30 0 rad 3.0 fN21[Jv3  
group soil range group tunnel1 not  ;定义其他土体为soil组 ]GsI|se  
plot set rot 20 0 30 |VjD. ]I  
plot set mag 1.2 ^rO!-  
plot bl gr biForT_no  
plot add axes yellow ]l3Y=Cl  
;加位移边界条件 )3V1aC  
fix x range x -0.1 0.1 g&Uu~;jq]  
fix x range x 34.9 35.1 K|Xe)  
FIX y range y -0.1 0.1 hSN38wy  
fix y range y 59.9 60.1 )4hA Fy6l  
fix z range z -32.9 -33.1 KdzV^6K<c  
;plot gpfix red sk   ;查看模型边界情况 Q.'2v%i  
;摩尔准则 -i_XP]b&  
model mohr ($8!r|g5#  
ini density soi_dens1 U'~]^F%eyu  
prop bulk=soi_bulk1 shear=soi_shear1 fric=soi_fric1 coh=soi_coh1 tension=soi_tens1 }AiF 7N0  
;流体参数 Z.rhM[*+0C  
model fl_iso e~9g~k]s  
prop perm fl_perm1 T.B7QAI. H  
ini fdens fl_dens1 O%aHQL%Sz  
ini fmod fl_mod1 ??LE0i  
ini sat 1.0 X`-o0HG  
model fl_null range group tunnel1 i=hA. y`  
set grav 0 0 -10 g706*o)h  
;初始定应力和孔压设置,侧压力系数k0=1-sinQ=1-sin35 kbbHa_;aqV  
ini szz -403000 grad 0 0 1.55e4  ;ini szz (-(ms+rr)*10*soi_dens1) grad 0 0 10*soi_dens1 7j(gW  
ini szz add -137e3 grad 0 0 0.45e4      ;10000*n*26+2*10000 fP8bWZ{  
ini sxx -171848.70 grad 0 0 0.661e4     ;1.55e4*k0,-171848.7=-1.55e4*k0*(26米) &Z9rQH81f>  
ini sxx add -137e3 grad 0 0 0.45e4   a]6dhQ`
 
ini syy -171848.70 grad 0 0 0.661e4 yt
V[x  
ini syy add  -137e3 grad 0 0 0.45e4 Gv[(0  
ini pp 280000 grad 0 0 -10000 0Pt%(^  
app nstress -20e3 range z 26 /)dyAX(  
fix pp 20000 range z 25.9 26.1 F}@]Lq+  
;记录点 [By|3bI  
hist unbal T{N8 K K  
hist id=2 gp ydis 0 30 0 nU6UjC|3  
hist id=3 zone syy 0 30 0 Cy)QS
{YX  
hist id=4 zone szz 0 30 0 !kH 1|  
;迭代初始平衡 cFq2 6(e  
set fl off mech on +CXq41g"c  
solve r;>.*60AT  
ini xdis=0 ydis=0 zdis=0 \NKw,`/  
save initial_equivalence.sav _?K,Jc8j.  
hist fltime %WX^']p  
save initial_equivalence-fltime.sav mgodvX  
;开挖30m *D`$oK,U  
model null range group tunnel1 7xO~v23oe  
;添加管片 9/I xh?  
sel shell id=1 range cyl end1 0 0 0 end2 0 30 0 rad 3.0 group tunnel1 not [o7Qr?RN  
sel node local xdir 1 0 0 ydir 0 -1 0 range x -0.1 0.1 pwB>$7(_h  
sel node fix lsys range x -0.1 0.1 sv#b5,>9  
sel node fix x yr zr range x -0.1 0.1 T&:~=  
sel node local xdir 0 0 -1 ydir 0 -1 0 range y -0.1 0.1 WA*1
_  
sel node fix lsys range y -0.1 0.1 QBfo=9[=e  
sel node fix y xr zr range y -0.1 0.1 N0ef5J JM`  
sel shell id=1 prop iso=(3.45e10,0.3) thick=0.35 density 2450 vTWm_ed+^  
set large   ;设置大变形 jz>b>;  
;--------------------- ~0}d=d5g  
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 0< }BSv  
   p_gp=gp_head : &~LPmJ  
   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。 m,}GP^<1i  
   loop while p_gp # null U]9k,#  
      dz3=gp_ydis(p_gp) >McEuoZx9  
         if dxmax>=dz3 then HXPq+  
             dxmax=dz3 1F+JyZK}w  
             xx=gp_xpos(p_gp) >9yy91H  
             yx=gp_ypos(p_gp) /*GCuc|  
             zx=gp_xpos(p_gp) $ERiBALN:  
             id1=gp_id(p_gp) OsRizcgdA  
          endif g+(Y)9h&  
      p_gp=gp_next(p_gp) /xBO;'rR  
   endloop N&|,!Cu  
end 5ci1ce  
;------------------------ kQn}lD
 
;def sup_stress  ;定义开挖面支护压力参数 58eO|c(  
;     o_press=-308848.70         ;(-171848.70+-137e3),ini syy -171848.70 grad 0 0 0.661e4 \6aisK  
;      o_grad=11110.0           ;(0.661e4+0.45e4),ini syy add  -137e3 grad 0 0 0.45e4   YlR9 1LX  
;  loop lumda (10.0,1.0) : JS
uC  
;      lumda1=lumda/10.0 T#[#w*w/  
;      s_press=o_press*lumda1 ][YC.J  
;      s_grad=o_grad*lumda1 CW.T`F  
;  endloop     d b*J  
;end gg Nvm  
;循环流固耦合计算，开挖+渗流 HXkXDX9&'.  
def excav    ;一步开挖到30m H6/gRv@  
       n_step1=10 2R;#XmK
S  
       o_press=-308848.70         ;(-171848.70+-137e3),ini syy -171848.70 grad 0 0 0.661e4 C\^,+)Y\~  
       o_grad=11110.0           ;(0.661e4+0.45e4),ini syy add  -137e3 grad 0 0 0.45e4   ["<'fq;PJ  
     loop lumda(1,n_step1) VssW
tL  
           lumda1=(11.0-lumda)/10.0 @18}'k  
           s_press=o_press*lumda1 A\13*4:;l  
           s_grad=o_grad*lumda1 E Q:6R|L  
        command (Ap?ixrR_  
           apply nstress s_press grad 0 0 s_grad range cyl end1 0 29.99 0 end2 0 30.01 0 rad 3.0 +/" \.wYv  
           set fl off D.ySnYzh  
           set mech force 5e-4 )l`VE_(|  
           solve 
VSh&Y_%  
        end_command e_cK#9+  
        command   q0NToVo@  
           set fl on c: (nlYZ  
           solve age 14400         ;4*60*60=14400;计算4小时渗流 Q^* 33  
        end_command ^uPg71r:  
        command EG3u)}vI  
            get_gp_maxydispyong +*aC \4w  
            print fish xLgZtLt9  
        end_command wt
i  
        if dxmax<+1.6 then gP |>gy#e  
             exit _6g(C_m'T?  
        endif P>03 DkbB  
        save lumda.sav x@[6
u  
     endloop       7<Y aw,G  
end /!`xqG#  
vUDMl Z  
9\0$YY%  
;设置显示 5Yww,s  
;create disp1 <Pi#-r.,  
;plot set back white Iv*u#]{t  
;plot set rot 20 0 30 0sB[]E|7[s  
;plot set mag 1 a>Zp?*9  
;plot add axes yellow g${k8.TV  
;plot bl gr xJA{Hws  
;plot add contour disp out on   ,,BWWFg~  
;plot show {kr14l*2  
i?7?I