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盾构隧道施工flac3d模拟程序

ansys中建模导入flac3d _t7aOH  
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k, 2  ,1.508,2.148,.000, ma2-66M~j  
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k, 3  ,9.405,2.398,.000, C'z}jM`g  
k, 4  ,1.598,2.398,.000, r/ LgmVRn  
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k, 5  ,5.501,.848,.000, "IdN*K  
k, 6  ,9.474,2.211,.000, \R#OJ=F  
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k, 7  ,7.922,4.280,.000, rcMSso2  
k, 8  ,9.141,2.944,.000, DmpD`^?-L  
LARC,3  ,7  ,8 [)p>pA2GZj  
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k, 11  ,1.574,2.336,.000, uHO>FM,  
LARC,4  ,2  ,11 8DJoQl9  
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k, 13  ,9.892,.000,.000, RS[QZOoW}  
k, 14  ,9.540,2.004,.000, czp}-{4X  
k, 15  ,9.850,.508,.000, QK/~lN  
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k, 16  ,5.501,5.548,.000, 5F|oNI}$:  
k, 17  ,1.964,-3.806,.000, ~@Eu4ip)F  
k, 18  ,2.453,-3.977,.000, |Xk>a7X  
k, 19  ,2.085,-3.851,.000, p#(5 ;  
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k, 20  ,2.602,-4.023,.000, KP]{=~(  
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k, 22  ,3.586,-4.267,.000, Dj@7vM%_  
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k, 26  ,2.602,-4.648,.000, LYyOcb[x  
k, 27  ,6.733,-4.981,.000, OuF%!~V  
k, 28  ,3.618,-4.884,.000, a{7'qmN1  
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k, 29  ,2.064,4.198,.000, pbePxOG  
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l, 71  ,59 N,ysv/zq7  
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lesize,all,,,2 )1o<}7  
lsel,s,line,,99 y~;w`5;|  
lesize,all,,,2 p+; La  
amesh,39 \wxLt}T-Q  
allsel esK0H<]  
B%/N{i*Z  
H:.l:PJ  
lsel,s,line,,93 ]6z ; M;F`  
lesize,all,,,2 ;B6m;[M+  
amesh,30 (v1~p3H  
allsel j2Uu8.8d  
lbiMB~rwI  
qfsu# R  
lsel,s,line,,13 :V^|}C#  
lesize,all,,,7 kyu PN<?  
amesh,10 Kzrt%DA  
allsel v `7`'  
amesh,11 Wd]MwDcO  
allsel fE,Io3  
amesh,43
?`U=Ps  
allsel zb& 3{,  
.Fm@OQr  
lsel,s,line,,33 =w2_1F"  
lesize,all,,,8 dI) 9@UL  
amesh,25 ,'>O#kD  
allsel p@jwHlX  
_68{ {.  
lsel,s,line,,140 \cW9"e'  
lesize,all,,,2 U['|t<^uf  
amesh,44 L}\~)  
allsel (V9 ;  
DBk]2W|i  
lsel,s,,,130,140,10 J3,m{%EtNM  
LCCAT,all   y]b&3&  
ESIZE,5,0, OGAC[s~V  
ACLEAR,59 #0'%51Jcl  
AMAP,59,117,32,71,70 V
3q[#.o  
allsel .+$ox-EK8  
amesh,29 =9L1Z \f  
allsel Q+a"Z^Z|  
se&Q\!&M  
lsel,s,line,,150 C5x*t Q|  
lesize,all,,,2 @tg4rl  
amesh,48 ]8dzTEjk  
allsel ^!sIEL  
amesh,5 !i5~>p|4@  
allsel 2C"[0*.[N  
Qkb=KS%z  
lsel,s,line,,1,2,1 $ uqB.f$  
lesize,all,,,17 vfloha p  
lsel,s,,,3,6,3 aDZ]{;  
lesize,all,,,2 %hCd*[Z}j  
amesh,2 G*%:"qleT$  
allsel -)Of\4kx  
@~8*  
lsel,s,,,3,4,1 5`p>BJ+n  
LCCAT,all   l' 2C/#8F  
ESIZE,5,0, LZ<^b6Dxk  
ACLEAR,49 FP>.@ Y  
AMAP,49,84,7,1,125 -~v1@  
allsel rceX|i>9n  
=SVb k  
lsel,s,,,5,6,1 jchq\q)_z  
LCCAT,all   *=zv:!  
ESIZE,5,0, ch]{=61  
ACLEAR,50 3oBR  
AMAP,50,2,30,29,9 1
"UHe*2  
allsel i6)HC  
amesh,4 _
(F8}s  
allsel 4}F~h  
S<eB&q
T$  
lsel,s,line,,148 OZ,Xu&N  
lesize,all,,,6 iB#*XJ;q  
amesh,3 ,)ZI&BL5  
allsel /_</m?&.U&  
-rlCE-S  
lsel,s,line,,103 ^]MLEr!S  
lesize,all,,,18 p> g[: ~  
lsel,s,,,117,128,11 -_ <z_IL\%  
LCCAT,all   %jn)=;\  
ESIZE,5,0, 3@\J#mR  
ACLEAR,58 R*DQLBWc  
AMAP,58,106,94,37,65 hGJANA  
allsel p} {H%L  
amesh,12 b)@rp  
allsel bXk(wXX  
amesh,31 pT/z`o$#V  
allsel .?kq\.rQ  
lsel,s,line,,95 Ui.S)\B  
lesize,all,,,10 (9Q@I8}Iy  
amesh,33 "/Pq/\,R|  
allsel z]R%'LGu  
'9!J' [W  
T{)_vQ  
lsel,s,,,17,63,46 _{/[&vJ  
LCCAT,all   Oi<yT"7  
ESIZE,5,0, %rJ'DPs  
ACLEAR,53 '}$$0S.DC  
AMAP,53,97,96,80,38 'OvM  
allsel
$4q$!jB5  
amesh,46 Up5|tx7  
allsel 2P^x'I  
\P7<q,OGS  
lsel,s,line,,134 3,-[lG@o  
lesize,all,,,6 us+z8Mz  
amesh,1 b8E7/~<z3  
allsel qP]1}-  
amesh,27 ?AK`M #M  
allsel jl5&T
{z
  
+t3o5&  
LDELE,135   (AZAQ xt  
lcomb,162,136 8Qhj_  
lcomb,147,163 rn/~W[  
LDELE,147 9BAvE\o0  
LDELE,163  QJ!2Vw4K  
LDELE,138 7}vI/?r  
LDELE,144 I-#7Oq:Np  
lcomb,137,161 ;GIA`=a%  
lcomb,135,164 tAsap}(  
LDELE,143 Jj?HOtaM  
amesh,45 2T(7V[C%9  
allsel f-p$4%(  
:C2 @!W z  
lsel,s,,,21,136,115 iBI->xU[U  
LCCAT,all   UE/JV_/S;  
ESIZE,5,0, D -d  
ACLEAR,62 Tl2(%qB  
AMAP,62,44,13,129,155 Ec@cW6g(%  
allsel .N( X.C  
amesh,28 a~ dgf:e`  
allsel W^)mz,%x  
`QtkC>[  
lsel,s,line,,41 \*[DR R0  
lesize,all,,,2 05g %5vHF  
lsel,s,,,16,17,1 BoxtP<C"  
lsel,a,,,65 u`D _  
LCCAT,all   %z=:P{0U
Q  
ESIZE,5,0, #ID fJ2  
ACLEAR,60 ln+.=U6Tm  
AMAP,60,65,66,36,35 "blq)qo)  
allsel r)#W`A1{A  
<p}7T]a7  
lsel,s,,,8,111,103 wl&T9
O;?  
LCCAT,all   zXD/hM  
ESIZE,5,0, [$;cjys  
ACLEAR,51 (T%?@'\  
AMAP,51,35,36,18,80 R:$E'PSx  
allsel s1h
|/7gG  
}0tHzw=#%e  
}xBDyr63  
lsel,s,line,,107 O-[  
lesize,all,,,2 L_aqr?Q  
lsel,s,,,66,111,45 .$7RF!p  
LCCAT,all   +80bG(I_  
ESIZE,5,0, 4wkv#vi7!-  
ACLEAR,52 dNhbvzl(  
AMAP,52,66,111,23,17 L]8z6]j*  
allsel 3&CV!+z  
amesh,6 mt$rjk=  
allsel 0KT
O)K  
amesh,34 zyhM*eM.7  
allsel qajZ~oB{  
amesh,35 vbn=ywz  
allsel v0VQ4>  
amesh,8 Rk7F;2  
allsel U[02$gd0l  
amesh,7 ~T
sRUT  
allsel n~]"sTC}&  
amesh,64 g'b|[ q  
allsel #:+F  
amesh,47 >}\s-/  
allsel jU~ x^Y  
2]Il:>n,  
lsel,s,,,113,137,24 H`'a|Y  
LCCAT,all   Z|Oq7wzEH  
ESIZE,5,0, 3]GMQA{L)  
ACLEAR,67 D
=mmBo  
AMAP,67,155,156,40,39 bm 4RR
I  
allsel T[)!7@4r  
amesh,56 .|^Gde  
allsel sv?Fx;d  
7P<f(@0h$E  
lsel,s,,,21,67,46 ZnRT$ l O  
LCCAT,all   "+T`{$Z=C  
ESIZE,5,0, |T@SlNi]  
ACLEAR,54 ]"b:IWPeI  
AMAP,54,40,39,76,77 `YC7+`q  
allsel eA86~M?<o  
%~PcJhz  
lsel,s,,,68,113,45 >5#}/G&  
LCCAT,all   ~abyjM  
ESIZE,5,0, 2H}y1bkW  
ACLEAR,55 xYCJO(&  
AMAP,55,41,43,77,42 A5J41yH  
allsel 1P(=0\P>&  
fs 2MYa
t  
lsel,s,,,48,50,1 )xccs'H  
LCCAT,all   mjWU0.  
ESIZE,5,0, NI#]#yM+  
ACLEAR,63 _%=CW' B  
AMAP,63,112,42,69,70 OPDT:e86Y=  
allsel !5(DU~S*@S  
amesh,32 hdCd:6  
allsel ]sqLGmUL  
Y&j`HO8f  
lsel,s,line,,109 <O 0Q]`i  
lesize,all,,,6 /uX*FZ  
amesh,23 babL.Ua8o  
allsel %L*EB;nK  
W/bW=.d Jd  
lsel,s,,,10,11,1 T2S_> #."l  
lsel,a,,,112,139,27 _*6]4\;  
lsel,a,,,151 myR{}G  
LCCAT,all   }LS8q  
ESIZE,5,0, fMg9h9U  
ACLEAR,66 pQBn8H|Y  
AMAP,66,57,56,41,23 Z! O4hA4  
allsel '*mZ/O-  
q+\<%$:u  
lsel,s,,,118,119,1 \hgd&H0UU  
lsel,a,,,19 'Og@<~/Xy  
LCCAT,all   u6Gqg(7hw  
ESIZE,5,0, NOQ^HEi  
ACLEAR,61 88v8lt;R  
AMAP,61,55,56,41,78 3 R
+e  
allsel }+n|0xK  
'~&W'='b;  
lsel,s,,,51,53,2 &L$9Ii  
LCCAT,all   P.XT1)qo*  
ESIZE,5,0, 4F|79U #  
ACLEAR,57 XLt/$Caf  
AMAP,57,54,55,71,59 B223W_0"o  
allsel ;,[0bmL  
{WrEe7dLy  
lsel,s,line,,23 [w'Q9\,p
 
lesize,all,,,6,1.2 bh1$ A  
amesh,14 z1Bi#
/i  
allsel 8F8?1  
amesh,19 B1)Eo2i#  
allsel ~^' ,4<K-}  
t<Yi!6  
lsel,s,line,,74 GLtd<M"  
lesize,all,,,7,1.2 1OMXg=Y  
amesh,24 XeI2<=@%  
allsel c EYHB1*cT  
amesh,37 y<Q"]H.CkQ  
allsel H9(?yI@Zr#  
/ovVS6Ai  
lsel,s,line,,25     !第二行 Dhn7N8(LF!  
lesize,all,,,6 '-%1ILK$3r  
amesh,17 s;9Du|0f^  
allsel ad: qOm  
amesh,22 ^1.*NG8  
allsel 6i[Ts0H%<!  
amesh,21 !.,wg'\P  
allsel 88osWo6r
G  
amesh,20 W]oD(eZ  
allsel Sk|e#{  
amesh,15 gQ{ #C'  
allsel .U0Gm_c0  
amesh,16 p3U)J&]c6  
allsel US ALoe  
'|SO7}`;Q  
G(a5@9F  
lsel,s,line,,81    !第三行 MT&aH~YB  
lesize,all,,,7 =tP9n;D  
amesh,38 T ?[28|  
allsel eT".psRiC  
amesh,18 ~JXz  
allsel H:c5 q0O^x  
N@c GjpQ  
lsel,s,,,35,38,1 754MQK|g  
LCCAT,all D!o[Sm}JO[  
AMAP,65,86,90,53,52 [nO3%7t@  
allsel v@Uk% O/  
1<BKTMBq?{  
@-)?uYw:r  
;Sivu-%  
lsel,r,lcca    !删除前面连接的线元素 M 5sk
&>  
ldele,all _&/`-"3y  
QXZXj#`  
arsym,x,all,,0,0     !对称 ^Lgvey%  
$yASWz  
nummrg,all,,,,low  ! 合并 !{jw!bB  
numcap,all         !压缩 L\2"1%8Wj  
'Bue*  
k,1911,0,0,0 d%8n  
k,1912,0,0,1 C(XV YND3  
l,1911,1912 Q ]CMm2L^f  
Hx gC*-A$/  
MP,EX,1,1e9 S $p>sItO  
MP,PRXY,1,0.4 U80=
f2  
MP,DENS,1,1800 yt
IPY7E  
Km(i}:6"  
MP,EX,2,2e9 o`S``?`^)^  
MP,PRXY,2,0.4 ))=6g@(  
MP,DENS,2,1800 0V~zZ/e  
oK\zyN
K  
MP,EX,3,3e9 >.Gmu  
MP,PRXY,3,0.4 x []ad"R  
MP,DENS,3,1800 s>J5.Z7"'j  
i=xh;yb|  
MP,EX,4,4e9 0/su`  
MP,PRXY,4,0.4 J 8%gC  
MP,DENS,4,1800 w6V/Xp][U  
A'jvm@DvQI  
MP,EX,5,5e9 OeqKKVuQ  
MP,PRXY,5,0.4 hQ@k|3=Re  
MP,DENS,5,1800 w.x&3aG  
Q-oDmjU  
MP,EX,6,6e9 >_2~uF@pb  
MP,PRXY,6,0.4 DPT6]pl"y  
MP,DENS,6,1800 K+}0:W=P  
,->K)Rs;  
MP,EX,7,7e9 R0RxcBtG  
MP,PRXY,7,0.4 7%  D4  
MP,DENS,7,1800 +F)-n2Bi  
|HmY`w6*z  
MP,EX,8,8e9 Q6HJ+H-Ub  
MP,PRXY,8,0.4 Jo {:]:  
MP,DENS,8,1800 h <4`|Bg+  
qYA~Os1e  
MP,EX,9,9e9 R&Lqaek&W  
MP,PRXY,9,0.4 ^{uHph9n
y  
MP,DENS,9,1800 `D77CC]vU  
%aNm j)L  
MP,EX,10,10e9 LaQ7A,]  
MP,PRXY,10,0.4 G<7M;vRvP  
MP,DENS,10,1800 G`FYEmD  
uY.Ns ?8  
MP,EX,11,1.1e10 C+TB>~Gv`  
MP,PRXY,11,0.4 r:bJU1P1$s  
MP,DENS,11,1800 ~M}{rl.n=  
9G/!18 X?f  
MP,EX,12,1.2e10 N9!L8BBaK  
MP,PRXY,12,0.4 _qa]T'8  
MP,DENS,12,1800 q!c=f!U?\l  
Jc#D4e1#  
MP,EX,13,1.3e10  T01Iu  
MP,PRXY,13,0.4 -P}A26qB  
MP,DENS,13,1800 %M iv8  
NBPP?\1  
MP,EX,14,1.4e10 MDlH[PJ@i  
MP,PRXY,14,0.4 S9Sgd&a9  
MP,DENS,14,1800 K83'`W^  
76!LMNf  
MP,EX,15,1.5e10 w-n}&f  
MP,PRXY,15,0.4 y >=Y  
MP,DENS,15,1800 vaB ql(?'2  
E]' f&0s  
MP,EX,16,1.6e10 _
f^6F<!  
MP,PRXY,16,0.4 %6 *c40  
MP,DENS,16,1800 yh E%X  
KUJLx  
MP,EX,17,1.7e10 1b%Oi.;  
MP,PRXY,17,0.4 {'M<dI$  
MP,DENS,17,1800 p3A9<g  
zP44 Xhz  
MP,EX,18,1.8e10 x@OBGKV  
MP,PRXY,18,0.4 dx@dnWRT,  
MP,DENS,18,1800 E:K
4k <  
X]=eC6M}:V  
MP,EX,19,1.9e10 z,aMbgt  
MP,PRXY,19,0.4 =Ydrct  
MP,DENS,19,1800 !'N@ZZ  
"K(cDVQ  
MP,EX,20,2e10 I;w!  
MP,PRXY,20,0.4 &x1A{j_  
MP,DENS,20,1800 p-iFe\+  
4gen,^Ij  
MP,EX,21,2.1e10 ~]-n%J$q  
MP,PRXY,21,0.4 A`uHZCwJ5  
MP,DENS,21,1800 C][$0  
0OM^,5%8  
MP,EX,22,2.2e10 WK6,K92  
MP,PRXY,22,0.4 WAxNQfEe  
MP,DENS,22,1800 y$%oR6K7-  
.Exvuo`F  
MP,EX,23,2.3e10 5!?5S$>  
MP,PRXY,23,0.4 I(*3n"  
MP,DENS,23,1800 fn,n'E]  
:GIBB=D9  
MP,EX,24,2.4e10 _z#"BN  
MP,PRXY,24,0.4 Oo :Dt~Ib  
MP,DENS,24,1800 KVOV<uDCj  
0I.KHIBk  
MP,EX,25,2.5e10 Q` &#u#  
MP,PRXY,25,0.4 4;AF\De  
MP,DENS,25,1800 f- XUto  
&b|Ro
PV  
MP,EX,26,2.6e10 Po)U!5Tm  
MP,PRXY,26,0.4 7Vy_Cec1  
MP,DENS,26,1800 B/;>v  
[_JdV(]$  
MP,EX,27,2.7e10 `TPIc  
MP,PRXY,27,0.4 )7& -DI1  
MP,DENS,27,1800 9I/l+IS"X  
sbmtx/%U  
MP,EX,28,2.8e10 H1c8]}  
MP,PRXY,28,0.4 X\m\yv}}  
MP,DENS,28,1800 Sh(ys*y>  
+ Tp% *  
MP,EX,29,2.9e10 >+J}mo=*  
MP,PRXY,29,0.4 *F1TZ_GS  
MP,DENS,29,1800 e8<}{N0,n  
l6bY!I>  
MP,EX,30,3.0e10 A M[f  
MP,PRXY,30,0.4 tM]Gu?6  
MP,DENS,30,1800 ,cNe-K
Jk  
ESB^"|9  
MP,EX,31,3.1e10 WOn<;'}M&  
MP,PRXY,31,0.4 ?xqS#^Z  
MP,DENS,31,1800 `o{ Z;-OF  
>T]9.`xhK  
h,$CJdDY]  
MP,EX,32,3.2e10 :%h1Q>F  
MP,PRXY,32,0.4 :k_&Zd j,B  
MP,DENS,32,1800 ^W$R{`  
z0rYzn?M
R  
MP,EX,33,3.3e10 rci,&>L"  
MP,PRXY,33,0.4 Rj";?.R*e  
MP,DENS,33,1800 2"G9?)d9  
U*~-\jN1pb  
;D~#|CB  
MP,EX,34,3.4e10  ?^Aj\z>  
MP,PRXY,34,0.4 :
4zu.  
MP,DENS,34,1800 <XLaJ;j  
RyK~"CWT  
MP,EX,35,3.5e10 O5r8Ghf)  
MP,PRXY,35,0.4 '!^7 *@z  
MP,DENS,35,1800 =Q<VU/  
8e-nzc,]  
MP,EX,36,3.6e10 JlnmG<WLT  
MP,PRXY,36,0.4 e#/&A5#Ya  
MP,DENS,36,1800 sY!JB7!j  
Ibz9juY  
MP,EX,37,3.7e10 d'W2I*Zc<  
MP,PRXY,37,0.4 _5rKuL  
MP,DENS,37,1800 hM]Z T5;<  
4 *}H3-`  
WkiT,(i  
MP,EX,38,3.8e10 <\epj=OclV  
MP,PRXY,38,0.4 F2 B(PGa7  
MP,DENS,38,1800 B/l^=u+-  
~qqxHymc  
MP,EX,39,3.9e10 \=WPJm`p  
MP,PRXY,39,0.4 _{`Z?lt  
MP,DENS,39,1800 ;J|t-$Z  
b[:,p?:@  
iz=cjmV?  
MP,EX,40,4e10 "9P @bA  
MP,PRXY,40,0.4 ;<0vvP|  
MP,DENS,40,1800 \C$e+qb~{  
B(M-;F  
MP,EX,41,4.1e10 79;uHR&S  
MP,PRXY,41,0.4 ;-`NT` #2  
MP,DENS,41,1800 *{VC<<`  
OvT[JpV  
MP,EX,42,4.2e10 (qFZF7(Xa  
MP,PRXY,42,0.4 ]AA|BeL?|  
MP,DENS,42,1800 9xbT?$^  
4}DFCF%B  
0JtM|Mg  
type,2   !拉伸 aUNA` L  
EXTOPT,ESIZE,1,0,   !中到洞顶，面生成体单元的控制命令 {v
0r'+`  
EXTOPT,ACLEAR,1 5,,'hAq_  
mat,1 /4(HVua  
asel,s,area,,106,107,1 /lR*ab  
asel,a,area,,39,40,1 iN8[^,2H|  
VDRAG,all,,,,,,304 SWw!s&lP&  
allsel j-BNHX  
N & b3cV  
type,2   Tl yyJ{~  
EXTOPT,ESIZE,1,0,    !中到洞右上-jiao eikZ~!@  
EXTOPT,ACLEAR,1 lt-3OcC  
mat,2 nam]eW  
asel,s,area,,30 4AEw[(t  
VDRAG,all,,,,,,304 %P~;>4i,  
allsel ]0T*#U/P  
HXT"&c|  
type,2   Mlc_w19C9  
EXTOPT,ESIZE,1,0,  !中到洞右上 jywS<9c@  
EXTOPT,ACLEAR,1 P Ptmh. }e  
mat,3 4*Hzys[{  
asel,s,area,,31 0
&)6mO  
VDRAG,all,,,,,,304 3U^Vz9LW  
allsel fNi&r0/-t  
+%TgX&a  
type,2   eV!(a8  
EXTOPT,ESIZE,1,0,    !中到洞右下 G0!6rDu2,  
EXTOPT,ACLEAR,1 IT:WiMD
Q}  
mat,4 Y`8)`  
asel,s,area,,33,34,1 ! $mY.uu  
VDRAG,all,,,,,,304 +pgHCzwJE  
allsel :q3w;B~  
W#!AZ!  
type,2   e1XKlgl  
EXTOPT,ESIZE,1,0,    !中到洞右下-jiao A5F(-  
EXTOPT,ACLEAR,1 Ws5N|g  
mat,5 :ILpf+`yY  
asel,s,area,,35 \},H\kK+^  
VDRAG,all,,,,,,304 ASov/<D_q  
allsel y@v)kN)Y9\  
7*{l\^ism;  
type,2   3r#['UmT  
EXTOPT,ESIZE,1,0,   !中到洞左上-jiao Fc[vs5
2  
EXTOPT,ACLEAR,1 
41=H&G&  
mat,6 @_"cMU!  
asel,s,area,,97 S-mpob)  
VDRAG,all,,,,,,304 vfn[&WN]  
allsel G^ k8Or2  
-zYa@PW  
type,2   HqsqUS3[  
EXTOPT,ESIZE,1,0,  !中到洞左上 .lj5pmD  
EXTOPT,ACLEAR,1
|BM#rfQ  
mat,7 ma-GvWD2  
asel,s,area,,98 ;bG?R0a  
VDRAG,all,,,,,,304 {,uSDIOj$  
allsel !pU^?Hy=  
68GH$ji  
type,2   '*XIp:  
EXTOPT,ESIZE,1,0,   !中到洞左下 G~C-tAB  
EXTOPT,ACLEAR,1 >"1EN5W  
mat,8 s%y<FXUj  
asel,s,area,,100,101,1
>n/0od9  
VDRAG,all,,,,,,304 p#w8$Qjp  
allsel *=B<S/0  
VF11eZ"  
type,2   b]?5r)GK  
EXTOPT,ESIZE,1,0,  !中到洞左下-jiao U"|1@W#  
EXTOPT,ACLEAR,1 6X9$T11Vc  
mat,9 %S"z9@  
asel,s,area,,102 BZhf/{h[@  
VDRAG,all,,,,,,304 c.1gQy$}|  
allsel p:b{>lM  
v+xrnz  
type,2   O7I
Yg;  
EXTOPT,ESIZE,1,0,   !中隔墙 ^!exH(g  
EXTOPT,ACLEAR,1 o=94H7@  
mat,10 Has}oe[  
asel,s,area,,52,58,6  nm`(;<W  
asel,a,area,,60,119,59 ^W=hs9a+F  
asel,a,area,,125,127,2 ea @ H  
VDRAG,all,,,,,,304 z-K};l9y  
allsel !Z>,dN  
vv)w@A:Vn)  
type,2   :RIqA/  
EXTOPT,ESIZE,1,0,   !中洞左二衬 %"c;kvw  
EXTOPT,ACLEAR,1 :j3^p8]  
mat,11 }\H.
G  
asel,s,area,,73,79,6 6'mZM=d  
VDRAG,all,,,,,,304 `K0.6i [p  
allsel b(mZ/2,B  
h`! 4`eI  
type,2   gktlwiCZ  
EXTOPT,ESIZE,1,0,   !中洞右二衬 6(?@B^S>2  
EXTOPT,ACLEAR,1 p`&{NR3+  
mat,12 |UlR+'rl  
asel,s,area,,6,12,6 rZ.=Lq  
VDRAG,all,,,,,,304 a}` M[%d7  
allsel .e5@9G.jb  
9wc\~5{li  
type,2   @G#`uoD  
EXTOPT,ESIZE,1,0,   !中洞内zuo围眼 r9(c<E?,h  
EXTOPT,ACLEAR,1 3,i`FqQa  
mat,13 X`&Us  
asel,s,area,,118,120,2 LjGLi>kI~  
VDRAG,all,,,,,,304 COWlsca  
allsel $l.8  
o6 NmDv5  
!右到洞 ()8=U_BFz  
>op/<?<  
type,2   G,Yctv  
EXTOPT,ESIZE,1,0,   !边一衬 3Jda:  
EXTOPT,ACLEAR,1 aVVE2:M  
mat,14 . P44t  
asel,s,area,,29 HW_2!t_R  
asel,a,area,,63 zN9@.!?X2  
asel,a,area,,44 y#Nrq9r:  
VDRAG,all,,,,,,304 |@b|Q,  
allsel }Dcpe M?  
%NlmLWF.  
^cW{%R>XY  
type,2   6,CK1j+tZ  
EXTOPT,ESIZE,1,0,   !上一衬-交 V^D1:9i  
EXTOPT,ACLEAR,1 k-*k'S_  
mat,15 lr)MySsu#H  
asel,s,area,,48 ZFX}=?+  
VDRAG,all,,,,,,304 4K;0.W;~|  
allsel /YwwG;1  
#Sg/  
type,2   \(f82kv  
EXTOPT,ESIZE,1,0,   !上一衬 Tnf&32IA  
EXTOPT,ACLEAR,1 WpI5C,3Z!l  
mat,16 EG=U](8T  
asel,s,area,,46 yYk?K<ou  
VDRAG,all,,,,,,304 @ohJ'
 
allsel -xH3}K%  
RC"xnnIJv  
(|6!pQ7  
type,2   :SF8t`4`  
EXTOPT,ESIZE,1,0,   !下一衬 =5pwNi_S  
EXTOPT,ACLEAR,1 :^QV,d<C  
mat,17 9%P$e=Ui#  
asel,s,area,,45,64,19 }?GeU Xhy  
VDRAG,all,,,,,,304 j\.pS^+  
allsel 0B`rTLwB  
/oM&29 jy  
type,2   C}XB%:5H5  
EXTOPT,ESIZE,1,0,   !下一衬-交 OH+
2)X  
EXTOPT,ACLEAR,1 7V\M)r{q7  
mat,18 M@.?l
=1X  
asel,s,area,,47 {2|sk9?W  
VDRAG,all,,,,,,304 a 6fH*2E  
allsel Si#XF[/  
[z}$G:s  
type,2   5FNf)F   
EXTOPT,ESIZE,1,0,   !二衬 rPW9lG  
EXTOPT,ACLEAR,1 =8qhK=&]  
mat,19 !G~\9  
asel,s,area,,54,56,1 +w3k_^X9c  
asel,a,area,,28 "0"8Rp&V|  
asel,a,area,,5 exm*p/  
VDRAG,all,,,,,,304 t9 id^  
allsel G!ryW4  
)i.\q  
type,2   w$I$xup  
EXTOPT,ESIZE,1,0,   !围眼 H&ZsMML/%  
EXTOPT,ACLEAR,1 A
56aOI=  
mat,20 M^A;tPw  
asel,s,area,,1 K)8 m?sf/  
asel,a,area,,62,67,5 1\,wV,  
VDRAG,all,,,,,,304 !.={p8X-x  
allsel <J1$s_^`  
U./1OZ&  
!左导洞 5th\_n}N2/  
Q#$dp  
type,2   dG]s_lb9H  
EXTOPT,ESIZE,1,0,   !边一衬 ~hA;ji|I  
EXTOPT,ACLEAR,1 f['pHR%l2$  
mat,21 %1]Lc=[j  
asel,s,area,,96 &]'<M  
asel,a,area,,130 m4T`Tg#P  
asel,a,area,,111 laFF/g;sRC  
VDRAG,all,,,,,,304 RE:$c!E!  
allsel [@t 6,g  
;6zp,t0  
type,2   =:'a)o  
EXTOPT,ESIZE,1,0,   !上一衬-交 {?'c|\n Li  
EXTOPT,ACLEAR,1 $3n@2 N`  
mat,22 X=OJgyO/  
asel,s,area,,115 ~rU{Q>c  
VDRAG,all,,,,,,304 ~dqEUu!C  
allsel >*mLbp"  
s%qK<U4@;Q  
type,2   ]O;Rzq{D(  
EXTOPT,ESIZE,1,0,   !上一衬 K_~SJbl  
EXTOPT,ACLEAR,1 '||),>~  
mat,23 AJH-V 6  
asel,s,area,,113 $lrq*Nf9c  
VDRAG,all,,,,,,304 u>-!5=D8  
allsel =i)k@w_(x  
|[lM2  
type,2   Ijj]_V{,  
EXTOPT,ESIZE,1,0,   !下一衬 ((%g\&D  
EXTOPT,ACLEAR,1 #(NkbJ5ka  
mat,24 nK9A=H'Hc  
asel,s,area,,112,131,19 wKAc ;!  
VDRAG,all,,,,,,304 mI~k@!3  
allsel APksY!  
!M&B=vk4  
type,2   a<X<hxW:  
EXTOPT,ESIZE,1,0,   !下一衬-交 ztS'Dp}q<  
EXTOPT,ACLEAR,1 MoP0qNk  
mat,25 =#<TE~n2(  
asel,s,area,,114 ojH-;|f  
VDRAG,all,,,,,,304 xem:#>&r  
allsel 0TI+6u  
L~jKx)S%  
Gv}h/zu-  
type,2   #_bSWV4  
EXTOPT,ESIZE,1,0,   !二衬 B/CP/Pfb  
EXTOPT,ACLEAR,1 x~tG[Y2F?  
mat,26 z_J"Qk  
asel,s,area,,121,123,1 6!n%SUt  
asel,a,area,,72,95,23 93d ht  
VDRAG,all,,,,,,304 29#;;n}p  
allsel x+9aTsZ  
hQfxz,X  
type,2   7Jm9,4]  
EXTOPT,ESIZE,1,0,   !围岩 WVf>>E^1  
EXTOPT,ACLEAR,1 Ot]P
H[+  
mat,27 U:`
g12  
asel,s,area,,68 \TrhJ  
asel,a,area,,129,134,5 { L
JRdV  
VDRAG,all,,,,,,304 jibrSz  
allsel 9c1n  
 3y?ig2  
!右洞 +'x`rk
 
Gu:aSb  
type,2   p' FYK|  
EXTOPT,ESIZE,1,0,   !右上一衬 bd2"k;H<o  
EXTOPT,ACLEAR,1 jn#  
mat,28 ,g$N  
asel,s,area,,9 zKWcDbj  
asel,a,area,,42,43,1 0%^m  
VDRAG,all,,,,,,304 iCIu]6  
allsel 56m|
gZcC  
dt 4_x1  
>w?O?&Q$  
type,2   QO)Q%K,  
EXTOPT,ESIZE,1,0,   !右上二衬 -<i&`*zG  
EXTOPT,ACLEAR,1 s]r"-^eS3  
mat,29 G~e`O,
+  
asel,s,area,,36 y@G5I>v  
asel,a,area,,49,50,1 %97IXrE  
VDRAG,all,,,,,,304 M>~jLu0@  
allsel d*T;RBk  
lV^sVN Z]  
type,2   2Fce| Tn  
EXTOPT,ESIZE,1,0,   !道班 _~DFZt@T  
EXTOPT,ACLEAR,1 ^6ZA2-f/<8  
mat,30 r 8,6qP[  
asel,s,area,,2 q"A(l  
VDRAG,all,,,,,,304 -iS\3P.  
allsel G)?O!(_  
\,E;b{PQo6  
type,2   Eq.?Ga  
EXTOPT,ESIZE,1,0,   !右上围岩 |_%|  
EXTOPT,ACLEAR,1 2|#3rF  
mat,31 >"S'R9t  
asel,s,area,,3,4,1 c`y[V6q9  
VDRAG,all,,,,,,304 BjJ$I^  
allsel l0b Y  
hsljJvs
 
type,2   ;/SM^&Y  
EXTOPT,ESIZE,1,0,   !右下围岩 _#e
='~;  
EXTOPT,ACLEAR,1 e4ajT  
mat,32 >0SF79-RE  
asel,s,area,,8,27,19 rBkf@  
VDRAG,all,,,,,,304 Y'Jb@l`$-  
allsel HlY4%M5q/  
pP)0 l  
type,2   RIM"MR9qe=  
EXTOPT,ESIZE,1,0,   !右下二衬 #Qy*zU#9  
EXTOPT,ACLEAR,1 >GgX-SZ%  
mat,33 abCcZ<=|b  
asel,s,area,,7 6lq7zi}'w  
VDRAG,all,,,,,,304 {`~{%2ayq7  
allsel dLal15Pb  
HH2*12e  
!左洞 p(~>u'c  
/U6G?3b  
type,2   7##nY3",^  
EXTOPT,ESIZE,1,0,   !左上一衬 ~|pVz/s|G  
EXTOPT,ACLEAR,1 lbgnO s,  
mat,34 M&y!w 
 
asel,s,area,,76 F)Yn1&a#H  
asel,a,area,,109,110,1 l0u6nGkh  
VDRAG,all,,,,,,304 =6q?XOM  
allsel @=b0>^\m  
Sy'/%[+goJ  
?'$=G4y&?  
type,2   @ MNL  
EXTOPT,ESIZE,1,0,   !左上二衬 qw0tw2|  
EXTOPT,ACLEAR,1 yK0Q,   
mat,35 QO7> XHn  
asel,s,area,,103 0;3;Rs  
asel,a,area,,116,117,1 }vx
b, [#  
VDRAG,all,,,,,,304 $ah, $B  
allsel s+tS4E?  
-Z<e`iFQS  
type,2   x-U:T.+{  
EXTOPT,ESIZE,1,0,   !道班 /^#k/z  
EXTOPT,ACLEAR,1 AzN.vA)q  
mat,36 N*lq)@smq  
asel,s,area,,69 iX.=8~3  
VDRAG,all,,,,,,304 WMZa6cH  
allsel 4G@vO{$  
C1|e1  
type,2   Cr4shdN34  
EXTOPT,ESIZE,1,0,   !左上围岩 xp1 +C{  
EXTOPT,ACLEAR,1 ?qw&H /R  
mat,37 eP'e_E  
asel,s,area,,70,71,1 ;MCv  
VDRAG,all,,,,,,304 -deY,%  
allsel /!JpmI  
.ymR%X_k  
type,2   iyu%o9_0  
EXTOPT,ESIZE,1,0,   !左下围岩 s:R>uGYOd  
EXTOPT,ACLEAR,1 ?Hf^&yo  
mat,38 zScV 9,H1  
asel,s,area,,75,94,19 Rh9>iA@fd  
VDRAG,all,,,,,,304 AT+|}B!  
allsel /zuU  
gUL`)t\}*  
type,2   @p|[7'  
EXTOPT,ESIZE,1,0,   !左下二衬 X+P& up06  
EXTOPT,ACLEAR,1 `wB(J%w  
mat,39 e1}h|HLj  
asel,s,area,,74 6H VS0  
VDRAG,all,,,,,,304 vV#Jl)
A  
allsel zEF3B  
')bx1gc(?  
!外围 jLD=EJ  
emw3cQ  
type,2   QCa$<~c  
EXTOPT,ESIZE,1,0,   !加固区 HG=!#-$9  
EXTOPT,ACLEAR,1 MrLDe{^C2  
mat,40 =^q:h<  
asel,s,area,,11,26,15 X LA  
asel,a,area,,41,59,18 TxN#3m?G  
asel,a,area,,78,93,15 }.o rfW  
asel,a,area,,108,126,18 > g8;x#  
VDRAG,all,,,,,,304 x nWapG  
allsel g}$]K!F  
.4_EaQ;jX  
= Yh>5A  
type,2   :5U(}\dL{  
EXTOPT,ESIZE,1,0,   !外围围岩 #?!)-Q%  
EXTOPT,ACLEAR,1 iIcO_ZyA  
mat,41 4eBM/i  
asel,s,area,,13,25,1 26o68U8&y  
asel,a,area,,65,66,1 k-Jj k3  
asel,a,area,,37,38,1 `"zX<  
asel,a,area,,10,32,22 WSi Utf|g  
asel,a,area,,57,61,4 I#Iu:,OT  
asel,a,area,,80,92,1 DD"]as"#  
asel,a,area,,104,105,1 Nypa,_9}  
asel,a,area,,132,133,1 Q++lgVh)E  
asel,a,area,,77,99,22 N:d`L+tcc  
asel,a,area,,124,128,4 t \DS}3pv  
VDRAG,all,,,,,,304 h+,zfVJu  
allsel lY.FmF}k  
'<>pz<c  
type,2   ]#j]yGV  
EXTOPT,ESIZE,1,0,   !中洞内you围眼 , YTuZS  
EXTOPT,ACLEAR,1 RA>xol~xy  
mat,42 s7(mNpo  
asel,s,area,,51,53,2 p!|Wp  
VDRAG,all,,,,,,304 wcsUb9(  
<3O>  
`cy_@Z5A  
k,1000,5,0,1 8!b#ez  
CSKP,20,0,1912,1000,1911,1,1,  !定义一个局部坐标，三点式 ~-A5h(  
DSYS,20,                       !激活局部坐标 SD8Q_[rY  
iKLN !QR  
nummrg,all,,,,low  ! 合并 P3on4c  
numcap,all         !压缩 "CT'^d+  
xo6-Y=c8  
flac 3d模拟隧道开挖命令流 ojT TYR{  
h.sH:]Z  
def moduli_data 3"6lPUS  
s_mod=y_mod/(2.0*(1.0+p_ratio)) Jq<&`6hn  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) \[B5j0vV,  
end #If}P$!  
set y_mod 5e14 \n6#D7OV  
set p_ratio 0.25 qg'RD]a>R  
moduli_data zp!{u{  
&h
`s:Y  
mo el ;定义本构模型
#=OKY@z/  
prop bulk b_mod shear s_mod )
f*&}SV  
b5No>U) /  
fix x range x  -55.1 -54.9 oa}-=hG  
fix x range x  54.9  55.1 h-<('w:A  
fix z range z  -49.152 -48.952 52C>f6w  
fix y range y  -0.1 0.1 ['tGc{4  
fix y range y  0.9 1.1 ?E^~z-  
{tOu+zy  
ini density 2479 -3_-n*k!  
set gravity 0 0 -10 Owo2DsT t  
set large Nm\0>}  
apply szz -0.115e6 range z 11.848 12.048 ,gUSW  
;释放0 !
X` 5
 
solve !L2R0Y:a  
save 地应力.sav [_G_Wl'#8  
Rd&2mL  
qTj7
mUk  
;围岩 q}*(rR9/Br  
def moduli_data11 vCb3Ra~L`  
s_mod=y_mod/(2.0*(1.0+p_ratio)) =;l.<{<VH  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) ~ZweP$l  
end mHM38T9C%
 
set y_mod 6e9 4;<?ec(dc  
set p_ratio 0.25 Q0#oR[(  
moduli_data11 iyB02\d  
*l)_&p  
mo mohr   ;所有的 &-:ZM0Fl  
prop bulk b_mod shear s_mod fric 39 coh 7e5 ten 1e5 re2M!m6k5  
ini xdis=0 ydis=0 zdis=0 5@%$M$E  
set large y
lUxK{  
hist unbal Xx~OZ^t&Vn  
ONH!ms(kb  
qg7.E+  
;开挖中导洞 6y)TXp  
model null range group 1   .__XOd}K  
model null range group 2   ~pO6C*"  
model null range group 3   YiJnh47  
model null range group 4   }3E@]"<cVR  
model null range group 5   MCZTeYnx  
model null range group 6 <4ccTl  
model null range group 7   {pH{SRM)B  
model null range group 8   j1Fy'os"!  
model null range group 9   LBq~?Q.e  
model null range group 10   B8F.}M-!  
model null range group 11 t3|If@T  
model null range group 12 x4r8^,K3Zn  
model null range group 13 |]1-ck!  
model null range group 42 JR8 b[Oj.S  
step 100 P^&%T?Y6z  
DzydS=`w  
;zhong导洞初期支护 ea kj>7\s  
mo el range group 1  ;必须说明范围 {Fs}8\z  
mo el range group 2 ![h+R@_(  
mo el range group 3 Y,w'Op  
mo el range group 4 2BZYC5jy  
mo el range group 5 Ls< ";QJc  
mo el range group 6 ,pM~Phmp  
mo el range group 7 &_Ze@Ir-  
mo el range group 8 mk(O..)2  
mo el range group 9 ajC'C!"^Ty  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 1 Px{Cvc  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 2 M<s16  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 3 BgRfy2:  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 4 >L\$
  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 5 m5m}RWZ#  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 6 ZUePHI-dP  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 7 #5)0~4%l  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 8 ;\ ^'}S|3Z  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 9 ZG[P?fM  
step 1000 cyrVz4_a  
save 中导洞初期支护.sav B~+3<#B  
O#LG$Y n*  
;施作中隔墙 I,TJV)B  
mo el range group 10 XtY!fo*  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 10 O'm><a>8  
step 500 ,5!&}  
save 中隔墙.sav !~Vo'ykwx'  
&.XlXihnt  
;施作中导洞二衬 Q6blX
6DWU  
mo el range group 11 jr[(g:L   
mo el range group 12 701a%Jq_2  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 11 ;;e\"%}@=q  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 12 Z/-9G  
step 500 wJyrF  
save 中导洞二衬.sav Y-!~x0-H  
[.J&@96,b  
G"k.sRKu  
;开挖you导洞 MDV<[${   
model null range group 14   o>WB,i^G  
model null range group 15  
"NEg]LB5  
model null range group 16 ]Z\Z_t  
model null range group 17   Vw-,G7v&E  
model null range group 18   >QyJRMY  
model null range group 19 loRT+u$&  
model null range group 20 < z':_,  
step 100 & -r^Q  
f>*T0"\c  
;you导洞初期支护 A*+pGQ  
mo el range group 14  ;必须说明范围 ot\  FZ  
mo el range group 15 Dzd[<Qln  
mo el range group 16 eTg8I/)%B  
mo el range group 17 :j(e+A1@  
mo el range group 18 7LEB,bU  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 14 e"}JHXs  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 15 CD^C}MB  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 16 (=A61]yB  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 17 6/-]  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 18 z$g cK>@l  
step 1000 &10l80vj  
save 右导洞初期支护.sav >+,w2m@0  
Z2n Jw  
;施作you-bian墙 #jrtsv]  
mo el range group 19 s;brs}  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 19 cp1-eR_&  
step 1000 d]A.=NAc  
save 右导洞边墙.sav m(>MP/  
CzMCd ~*7R  
k1lo{jw`  
;开挖zuo导洞 ;x<5F+b  
model null range group 21   -VZn`6%s  
model null range group 22   _V2^0CZ  
model null range group 23   ;X_bDiG$  
model null range group 24
B
orr  
model null range group 25 oX=dJJE  
model null range group 26 )Ehi8  
model null range group 27 [^Z)f<l  
step 100 Clz. p  
$>JfLSyC  
;zuo导洞初期支护 [T |P|\M  
mo el range group 21 ;必须说明范围 BiY-u/bH9a  
mo el range group 22 rn$G.SMgz  
mo el range group 23 $-D}y:  
mo el range group 24 1.9bU/X  
mo el range group 25
# &,W x  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 21 e{Q;,jsh  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 22 ,NO2{Ha$  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 23 r'
J="^k{  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 24 ZLj
EH7  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 25 r` B(ucE  
step 1000 !dQmg'_V  
save 左导洞初期支护.sav (k^%j  
kzE<Y  
;施作zuo-bian墙 Ux,?\Vd  
mo el range group 26 -F. c<@*E  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 26 i)iK0g"2  
step 1000 HLe/|x\@<  
save 左导洞边墙.sav a8WWFAC[  
zq6)jHfq.  
;回填 F50l->F2&  
def moduli_data112 ^h$^j  
s_mod=y_mod/(2.0*(1.0+p_ratio)) ')
Q  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) |}7!'f\M  
end 0 k.\o"y  
set y_mod 6e9 {|d28!8w  
set p_ratio 0.25 h
v  
moduli_data112 H#S`m  

jn 5v  
mo mohr range group 42  ;所有的 85x34nT  
prop bulk b_mod shear s_mod fric 39 coh 7e5 ten 1e5 range group 42 /0swrt.  
step 100 .FN;3HU  
k vpkWD;  
;zuo上开挖 .@Lktc  
model null range group 34 2Z-[x9t  
model null range group 35   J$W4AT  
model null range group 36 YQ$LU\:  
model null range group 37 )3 I~6ar  
model null range group 6 9u6VN]divB  
model null range group 7   _1?nLx7n  
model null range group 22 UX2@eyejQ7  
model null range group 23 3P
jX;U|  
step 100 CnpQdI  
'fs tfk  
;zuo上初期支护 mm9uhlV8  
mo el range group 34  ;必须说明范围 zviTG
hA  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 34 ]xkh"j+W  
step 1000 x8xz33  
)Q 5 x
%  
;施作zuo-shang二次衬砌  0ijYE  
mo el range group 6 /-knqv  
mo el range group 22 yq?\
.~ax  
mo el range group 35 }S$
OE))u  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 6 5hHLC7tT9  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 22 =P9Tc"2PN  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 35 Z2L7US-  
step 1000 VbDk44X.W  
save 左上二衬.sav eslv
g#Q  
W ]$/qyc&J  
gg/ts]$  
;右上开挖 U(PW$\l  
model null range group 28 G|*&owJ  
model null range group 29   TI}a$I*  
model null range group 30 V|hwT^h  
model null range group 31 3RX9LJGX  
model null range group 2 m68>`  
model null range group 3   Ge @qvP_  
model null range group 15 ZC%;5O`  
model null range group 16 ]HaX.Z<  
model null range group 42 S&'?L0  
step 100 ?@z/#3b  
;"2VU"  
;右上初期支护 '`YZJ  
mo el range group 28  ;必须说明范围 6g\hQ\+Z}  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 28 (Hmm^MV)  
step 1000 YV _ 7 .+A  
3GNcnb  
;施作you-上二次衬砌 }$'XV.  
mo el range group 2 bSz@@s.  
mo el range group 15 0K6My4d{  
mo el range group 29 .R@s6}C`}=  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 2 2">de/jS  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 15 j7^A%9  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 29 /N({"G'  
step 1000 ?(Ua+*b  
save 右上二衬.sav 3~Lsa"/  
@U4hq7xzV2  
v`c;1?=,q  
;zuo下开挖 *T#^|<.XG  
model null range group 38 &qK:LHhj  
model null range group 39 lu6iU  
model null range group 8 1l/t|M^I  
model null range group 9 Yo1]HG(kXB  
model null range group 24 f`KO#Wc  
model null range group 25   }a/z.&x]V  
step 100 xFekSH7[F  
0l4f%'f   
;施作zuo-xia二次衬砌 J>k 6`gw  
mo el range group 9 b\KbF/T  
mo el range group 25 MD*dq  
mo el range group 36 , O/IY  
mo el range group 39 0WfnX>(C7R  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 9 a'`?kBK7`U  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 25 ok [_Z;  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 36 [KFCc_:  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 39 zRa2iCi  
step 1000 yoJ.[M4q  
save 左下二衬.sav Kj
"X!-  
).IyjHY  
qp)Wt6 k?  
;右下开挖 0{uaSR  
model null range group 32 9pPLOXr ,  
model null range group 33
1<fW .Q)  
model null range group 4 @ZjO#%Ep/  
model null range group 5 z;dRzwL  
model null range group 17 Xt
fs)"  
model null range group 18   "OA{[)fw"  
step 100 n((A:b  
UX[s5#  
<5mv8'{L  
;施作you-下二次衬砌 9gdK&/ulR  
mo el range group 5 ~ +>ehU  
mo el range group 18 }3_b%{  
mo el range group 30 _~MX~M3MB  
mo el range group 33 -Ci&h  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 5 f>$RR_  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 18 122s7A  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 30 AD^I1]2f  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 33 rjiHP;-t1  
solve 7i{(,:  
save 右二衬.sav ,~&HL7v  
GA$fueiQNs  
W1M322]>L  
apply szz -0.005e6 range group 30 x 3.5013 7.5013 z 2.2976 2.4976  T&MhSJf#  
apply szz -0.005e6 range group 36 x -7.5013 -3.5013 z 2.2976 2.4976 W7b m}JHn  
solve A6 .wXv,  
save 面力.sav UKZ)Boo  
[FrLxU  
8Z_ 4%vUBg  
I#M>b:"te  
09anQHa  
QRK\74'uY  
H<n"[u^@E  
>$9
}"  
4oH ,_sr  
(xN1?qXB.  
)gSqO{Z  
~Gz9pBv1  
@!'}=?`  
1%*\*z  
G`kz 0Vk  
NU?<bIQ  
);VuZsmi  

-y$6gCRY  
i>,AnkI&  
T}=^D=  
kyvl>I0q@  
M2|h.+[Q  
A]5];c  
e2NK7  
 >(ip-R  
_fu <`|kc  
w
iZ  
Y8]@y0(  
M*ZN]9{^.  
h*C!b?:
"  
Tn1V+)  
ltDohm?  
z8awND  
YfB)TK\W9/  
B+U:=591  
>@Ht*h{~  
cPuXye  
znTi_S  
RPgz"-  
oV0 45G  
E5)0YYjHZ  
4Ex&AR8  

[. 9[?8  
[V:~j1{3  
e }?.3,?  
t~j6wsx;  
f+uyO7  
kl.;E{PL  
y42Cg  
{FI*oO1A~  
:R=6Ku>  

/"?DOsJ.  
new h>\C2Q  
config fluid ;设置流体场 s<F*kLib  
;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 d'ZNp2L  
;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. 8A3/@Z;0S  
def para_set WSH[*jMA  
  sw=2.00         ;河水水位，位于地面以上多少m 
\(j*K6#  
  ms=23.00        ;埋深，地表至隧道顶部距离m )&j`5sSXcr  
  dd=6.00         ;盾构直径 .A<Hk1(-)  
  rr=3.00         ;盾构半径 ;(/go\m tB  
  dx_bj=35.00         ;x边界距离 Mi8)r_l%O  
  dy_bj=60.00         ;y边界距离 *7h~0%WR  
  dz_sbj=ms+dd/2      ;z上边界，从原点算起(埋深+盾构半径) 1$vGQ  
  dz_xbj=-(30.00+dd/2)  ;z下边界，从原点算起(30m+盾构半径) r3g^0|)  
  hf_1=9.00              ;为了便于建模，将模型从9m处划分开 CZ3oX#b  
  hf_11=-9.00            ;为了便于建模，将模型从-9m处划分开 'l.tV7  
  y_size=24            ;开挖方向分割为24段 ewk7:zS/?  
  r_size=3            ;隧道半径分割为3段,n1 F1@Po1VTD  
  rh_size=8           ;隧道四分之一弧上划分为8段,n3 G9Uc }z  
  rxy_size=4          ;1、2块radcyl中的n4. 1 6zxPSTr}  
;设置流体参数 Deh3Dtg/
k  
  fl_mod1=2e8         ;设置流体模量 ?lsK?>uU  
  fl_dens1=1000       ;设置流体密度 #!R>`l(S  
  fl_perm1=5e-7       ;设置渗透系数 bLai@mL&a  
;设置摩尔准则参数 AuXUD9-  
  soi_dens1=1.55e3    ;设置土体干密度 W|>jj$/o  
  soi_bulk1=25e6      ;设置土体体积模量 O0qG 6a  
  soi_shear1=12e6     ;设置土体剪切模量 JKM(fX+  
  soi_fric1=35         gE2(E0H  
  soi_coh1=2e3 [_)`G*X(N  
  soi_tens1=1e4 ?CQE6ch  
end H:~p5t  
para_set 4<#ItQ(  
|})s0TU  
;划分网格 E#,"C`&*  
;生成第1块 |"SZp
x  
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   rS BI'op  
gen zone reflect normal 0 0 -1  ;映射网格，生成第2块 rV%68x9  
;生成第3块 lw9jk`7^  
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 t`K9K"|k  
;生成第4块 Zt3sU_  
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 eA!Z7 '  
;生成第5块   (WT\
HR  
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 EE 1D>I  
;生成第6块 QAV6{QShj  
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 |KYl'"5\  
;生成第7块   DA "V)  
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 ]XEyG7D  
group tunnel1 range cyl end1 0 0 0 end2 0 30 0 rad 3.0 '
0+I'_(  
group soil range group tunnel1 not  ;定义其他土体为soil组 k2D*`\ D  
plot set rot 20 0 30 kS-BB[T  
plot set mag 1.2 9xK>fM&u  
plot bl gr {zcG%b WJ  
plot add axes yellow L}*o8l`  
;加位移边界条件 JI!1 .]&  
fix x range x -0.1 0.1 0(y*EJA$  
fix x range x 34.9 35.1 }gv'r ";  
FIX y range y -0.1 0.1 plWNuEW  
fix y range y 59.9 60.1 pWRdI_  
fix z range z -32.9 -33.1 2X2Ax~d@  
;plot gpfix red sk   ;查看模型边界情况 %]LoR$|Y  
;摩尔准则 #7O7O~  
model mohr ]vQa~}  
ini density soi_dens1 uQW)pD{_  
prop bulk=soi_bulk1 shear=soi_shear1 fric=soi_fric1 coh=soi_coh1 tension=soi_tens1 e#;43=/Ia  
;流体参数 XS&Pc  
model fl_iso n{4iW_/D  
prop perm fl_perm1 W]D YfR,  
ini fdens fl_dens1 LLTr+@lj  
ini fmod fl_mod1 FvT4?7-  
ini sat 1.0 "^$Ht`p[  
model fl_null range group tunnel1 yf:0u_&]  
set grav 0 0 -10 u* pQVU  
;初始定应力和孔压设置,侧压力系数k0=1-sinQ=1-sin35 0cHcBxdF  
ini szz -403000 grad 0 0 1.55e4  ;ini szz (-(ms+rr)*10*soi_dens1) grad 0 0 10*soi_dens1 h2zSOY{su  
ini szz add -137e3 grad 0 0 0.45e4      ;10000*n*26+2*10000 V4Rs  
ini sxx -171848.70 grad 0 0 0.661e4     ;1.55e4*k0,-171848.7=-1.55e4*k0*(26米) w
MCMrv:  
ini sxx add -137e3 grad 0 0 0.45e4   y ~  K8  
ini syy -171848.70 grad 0 0 0.661e4 g4WmUV#wp  
ini syy add  -137e3 grad 0 0 0.45e4 ^`yhN  
ini pp 280000 grad 0 0 -10000 \;0pjxq=  
app nstress -20e3 range z 26
j>JBZ#g  
fix pp 20000 range z 25.9 26.1 RDbNC v#  
;记录点 .\a+m
 
hist unbal 0e8  
hist id=2 gp ydis 0 30 0 @JlT*:Dz  
hist id=3 zone syy 0 30 0 3J"`mQ  
hist id=4 zone szz 0 30 0 HAO-|=c4  
;迭代初始平衡 c/K#W$ l  
set fl off mech on t[!,puZc#  
solve B@-\.m  
ini xdis=0 ydis=0 zdis=0 9mDdX
 
save initial_equivalence.sav oqwW  
hist fltime C,W@C  
save initial_equivalence-fltime.sav e2=}qE7
 
;开挖30m \5}PF+)|  
model null range group tunnel1 aZ~e;}w.Zq  
;添加管片 )2).kL>  
sel shell id=1 range cyl end1 0 0 0 end2 0 30 0 rad 3.0 group tunnel1 not wBpt W2jA  
sel node local xdir 1 0 0 ydir 0 -1 0 range x -0.1 0.1 85# 3|5n  
sel node fix lsys range x -0.1 0.1 ODu/B'*  
sel node fix x yr zr range x -0.1 0.1 qY-aR;  
sel node local xdir 0 0 -1 ydir 0 -1 0 range y -0.1 0.1 .'M.yE~5J  
sel node fix lsys range y -0.1 0.1 qOG@MR(5  
sel node fix y xr zr range y -0.1 0.1 'n7|fjX?Y  
sel shell id=1 prop iso=(3.45e10,0.3) thick=0.35 density 2450 @].s^ss9_  
set large   ;设置大变形 (Yj6|`  
;--------------------- uO1^Q;F  
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 L?u{vX  
   p_gp=gp_head dwB#k$VIOw  
   dxmax=0.0        ;设置一个为0的初值，获得的节点y方向水平位移在支护压力《=1的情况，一般<0。 3)VO{Cj!  
   loop while p_gp # null ek)rsxf1A  
      dz3=gp_ydis(p_gp) )b nGZ8h99  
         if dxmax>=dz3 then aN"
YEL>w  
             dxmax=dz3 :gRrM)n  
             xx=gp_xpos(p_gp) &H# l*  
             yx=gp_ypos(p_gp) X#axCDM-  
             zx=gp_xpos(p_gp) 0i[t[_sce  
             id1=gp_id(p_gp) FiQ&g*=|  
          endif 1W*Qc_5 v1  
      p_gp=gp_next(p_gp) Aa1#Ew<r  
   endloop ;L87 %P(.  
end _~Od G  
;------------------------ ]kNxytH\o  
;def sup_stress  ;定义开挖面支护压力参数 MDa[bQNM  
;     o_press=-308848.70         ;(-171848.70+-137e3),ini syy -171848.70 grad 0 0 0.661e4 Q']'
KU.  
;      o_grad=11110.0           ;(0.661e4+0.45e4),ini syy add  -137e3 grad 0 0 0.45e4   xy>$^/[$  
;  loop lumda (10.0,1.0) jR1^e$  
;      lumda1=lumda/10.0 
5%(  
;      s_press=o_press*lumda1 N
''xdz3Z  
;      s_grad=o_grad*lumda1 =4q5KI  
;  endloop      e#5WX  
;end im<!JMI  
;循环流固耦合计算，开挖+渗流 n\Is}Czl  
def excav    ;一步开挖到30m GX19GI@k  
       n_step1=10  @B{  
       o_press=-308848.70         ;(-171848.70+-137e3),ini syy -171848.70 grad 0 0 0.661e4 <EyJ $$  
       o_grad=11110.0           ;(0.661e4+0.45e4),ini syy add  -137e3 grad 0 0 0.45e4   ';.TQ_I7Y  
     loop lumda(1,n_step1) (Ajhf}zJ  
           lumda1=(11.0-lumda)/10.0 2 br>{^T  
           s_press=o_press*lumda1 b^i$2$9_  
           s_grad=o_grad*lumda1 :Dr4?6hdr  
        command :6C R~p  
           apply nstress s_press grad 0 0 s_grad range cyl end1 0 29.99 0 end2 0 30.01 0 rad 3.0 T\zn&6  
           set fl off s7E %Et  
           set mech force 5e-4 ++w{)Io Z  
           solve .))k
  
        end_command q:vN3#=^qf  
        command   or ~@!  
           set fl on dh}"uM}a  
           solve age 14400         ;4*60*60=14400;计算4小时渗流 hDJ+Rk@  
        end_command QN;NuDHN  
        command ZyU/ .Uk  
            get_gp_maxydispyong +Rd\*b  
            print fish +:#g6(P]  
        end_command
x2~fc  
        if dxmax<+1.6 then M2:3k  
             exit !b
K;/)  
        endif fX:G;vYn  
        save lumda.sav 1jSmTI d  
     endloop       8oHIXnK  
end +7"UF) ~k  
Yo5ged]i  
U2_;  
;设置显示 %LdBO1D0  
;create disp1 `h'Ab63  
;plot set back white M9Z9s11{H  
;plot set rot 20 0 30 V[44aN  
;plot set mag 1 WVyq$p/V  
;plot add axes yellow |[V6R\l39  
;plot bl gr ieEtC,U  
;plot add contour disp out on   oPAc6ObOV~  
;plot show ,+Ya'4x  
M;-FW5O't