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盾构隧道施工flac3d模拟程序

ansys中建模导入flac3d LI,wSTVjC  
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/prep7 z?/_b  
NUMSTR,KP,1 E'iE#He  
NUMSTR,LINE,1 l4C{LZ  
NUMSTR,AREA,1 hBgE%#`s  
NUMSTR,VOLU,1 >?g@Nt8  
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k, 1  ,9.495,2.148,.000, g*k)
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k, 2  ,1.508,2.148,.000, WfPb7T  
l, 1  ,2 6St=r)_  
k, 3  ,9.405,2.398,.000, T(|'.&a  
k, 4  ,1.598,2.398,.000,
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l, 3  ,4 @K;b7@4y  
k, 5  ,5.501,.848,.000, y r (g/0  
k, 6  ,9.474,2.211,.000, N8A)lYT]_u  
LARC,1  ,3  ,6 Ek+R  
k, 7  ,7.922,4.280,.000, +C~h(  
k, 8  ,9.141,2.944,.000, y-<
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LARC,3  ,7  ,8 {Jn0G;  
k, 9  ,2.491,3.777,.000, 3%v)!dTa<^  
k, 10  ,2.218,3.467,.000, Vl.,e1)6  
LARC,9  ,4  ,10 }[
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k, 11  ,1.574,2.336,.000, N0 {e7M  
LARC,4  ,2  ,11 W>3S%2d  
k, 12  ,1.603,-.421,.000, mK:gj&N7X|  
k, 13  ,9.892,.000,.000, SYJO3cY  
k, 14  ,9.540,2.004,.000, +!lDAkW0  
k, 15  ,9.850,.508,.000, +pd,gG?dW  
LARC,13  ,14  ,15 xGs}hVlZiC  
k, 16  ,5.501,5.548,.000, :a wt7lqv  
k, 17  ,1.964,-3.806,.000, ~yv7[`+Tgg  
k, 18  ,2.453,-3.977,.000, H'AN osv  
k, 19  ,2.085,-3.851,.000, (\\;A?  
LARC,17  ,18  ,19 <J509j  
k, 20  ,2.602,-4.023,.000, %=**cvVy  
k, 21  ,6.612,-4.391,.000, }*fBHzNN  
k, 22  ,3.586,-4.267,.000, P&`%VW3E  
LARC,20  ,21  ,22 G`!x+
FB  
k, 23  ,1.751,-4.367,.000, !73y(Y%TE  
k, 24  ,2.453,-4.605,.000, B{Q}^Mcxy  
k, 25  ,1.925,-4.431,.000, uq5?t  
LARC,23  ,24  ,25 \,R;  
k, 26  ,2.602,-4.648,.000, 2w|5SK_  
k, 27  ,6.733,-4.981,.000, AVT% AS  
k, 28  ,3.618,-4.884,.000, (MGgr  
LARC,26  ,27  ,28 MQ,K%_m8  
k, 29  ,2.064,4.198,.000, r]9-~1T  
k, 30  ,.973,2.439,.000, aH}/+Hu-  
k, 31  ,1.721,3.806,.000, A6(Do]M  
LARC,29  ,30  ,31 Hf4_zd  
k, 32  ,12.823,3.231,.000, zgD?e?yPO  
k, 33  ,9.939,7.140,.000, tN#C.M7.'7  
k, 34  ,12.348,4.370,.000, Q,?_;,I}  
LARC,32  ,33  ,34 ]V"P &
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k, 35  ,1.751,-2.802,.000, [f+wP|NKL  
k, 36  ,1.751,-3.723,.000, HT<p=o'$Z  
l, 35  ,36 3.W[]zH/u  
l, 23  ,17 ERPg TZT  
k, 37  ,.824,-2.802,.000, 8}n<3_  
k, 38  ,1.449,-2.802,.000, f:PlMv!{  
l, 37  ,38 [,;Y5#Y[5  
l, 38  ,35 A f'&, 1=q  
k, 39  ,9.251,-2.952,.000, t6Iy5)=zY  
k, 40  ,9.251,-3.723,.000,  3IxC@QR  
l, 39  ,40 7@@g|l]  
k, 41  ,9.251,-4.367,.000, 9'MGv*Ho  
k, 42  ,10.493,-4.367,.000, 8
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l, 41  ,42 i1evB9FZ1z  
k, 43  ,9.039,-3.806,.000, Sk{skvd;  
l, 41  ,43 ~z^?+MgZ2  
k, 44  ,9.507,-2.952,.000, ~'M<S=W  
l, 44  ,39 =lAjQt
 
l, 35  ,36 rrL.Y&DTK  
l, 23  ,17 k^ <]:B  
k, 45  ,.000,11.948,.000, ebA95v`Vms  
k, 46  ,13.330,11.948,.000, l~Jd>9DwY  
l, 45  ,46 Fz#@[1,  
k, 47  ,17.000,11.948,.000, nDnJ}`k  
k, 48  ,33.000,11.948,.000, )N 3^r>(e<  
l, 47  ,48 'TeH(?3G  
k, 49  ,33.000,-10.052,.000, XG|N$~N+2  
k, 50  ,33.000,-27.052,.000, |d0ZB_ci  
l, 49  ,50 Y` }X5(A@  
k, 51  ,.000,-10.052,.000, |r~u7U\  
k, 52  ,.000,-27.052,.000, `r$7Cc$C  
l, 51  ,52 X]y:uD{  
k, 53  ,17.000,-27.052,.000, ;JxL>K(  
l, 50  ,53 #mV2VIX#Jv  
k, 54  ,17.000,-10.052,.000, (zsG!v  
l, 49  ,54 _X#Rv2a  
k, 55  ,13.393,-10.052,.000, Zn9tG
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l, 54  ,55 @gN"Q\;F  
k, 56  ,9.251,-10.052,.000, WW:G( \`  
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k, 57  ,1.751,-10.052,.000, pU_3Z3CeE  
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l, 57  ,51 [9sEc
 
k, 58  ,33.000,.000,.000, hs7!S+[.$$  
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k, 59  ,17.000,.000,.000, xn*$Ty+  
l, 47  ,59 `D;*.zrA  
l, 54  ,53 biHacm  
k, 60  ,13.393,-27.052,.000, W>#yXg9  
l, 53  ,60 40?RiwwD  
k, 61  ,9.251,-27.052,.000, 'K4FS(
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l, 60  ,61 \3hA_{ w  
k, 62  ,1.751,-27.052,.000, }AS?q?4?  
l, 61  ,62 JuO47}i]5  
l, 62  ,52 zRna=h!  
k, 63  ,.000,6.235,.000, ,l~<|\4,wv  
l, 45  ,63 \Th<7WbR6#  
k, 64  ,.000,2.603,.000, Z3]I^i FI  
l, 63  ,64 `,]Bs*~  
k, 65  ,.000,-2.802,.000, @1CXc"IgA  
k, 66  ,.000,-3.723,.000, T-N>w;P  
l, 65  ,66 uw\@~ ,d  
k, 67  ,2.602,.000,.000, >!Yuef <P  
k, 68  ,6.993,.000,.000, Db"mq'vT  
l, 67  ,68 c)#P}Ai  
k, 69  ,10.493,.000,.000, ^;EhKG  
l, 13  ,69 s|p I`  
k, 70  ,10.743,.000,.000, {R_>KE1  
l, 69  ,70 
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l, 71  ,59 Ay(p~U;gN*  
k, 72  ,.193,.371,.000, >NUbk9}J4  
k, 73  ,1.382,2.234,.000, ,
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k, 74  ,.121,.088,.000, oz&`
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k, 75  ,2.545,.625,.000, !JA;0[;l=  
LARC,67  ,2  ,75 FMdu30JV  
k, 76  ,10.493,-2.952,.000, BAQ-1kSz  
l, 69  ,76 M!,H0(@G  
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l, 76  ,77 C@XS  
l, 77  ,42 sqKx?r72  
k, 78  ,13.393,-4.367,.000, {<yapBMw  
l, 71  ,78 ~/G)z?+E  
l, 47  ,32 7I;kh`H$(f  
l, 78  ,55 0j@mzd2  
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l, 56  ,61 e(7#>O%1  
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l, 20  ,26 _^ENRk@  
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l, 79  ,81 ?I?G+(bq  
l, 37  ,65 v +4v  
l, 36  ,66 gBqDx|G  
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l, 40  ,77 .\caRb[  
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l, 52  ,86 >SXSrXyYX  
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l, 49  ,87 O1v)*&NAI  
k, 88  ,55.000,-27.052,.000, 5qrD~D'  
l, 50  ,88 _%Z.Re  
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l, 50  ,89 Wx0i_HFR  
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l, 53  ,90 }{F)Ren  
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l, 92  ,87 nZioFE}  
k, 93  ,9.400,-.421,.000, w>2lG3H<  
k, 94  ,.910,2.249,.000, S#GxKMO%  
k, 95  ,.615,1.004,.000, Vq3NjN!+5  
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k, 99  ,.146,.251,.000, >n,_Aj c  
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LARC,97  ,94  ,100 *z[vp2 TN  
k, 101  ,.171,.056,.000, +nR("Il  
k, 102  ,2.396,.568,.000, =OK#5r[UV  
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k, 107  ,2.491,-3.988,.000, lH3.q4D 5  
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l, 106  ,65 #<Y.+:  
k, 108  ,7.494,8.285,.000, +(Y\w^@%H  
LARC,33  ,63  ,108 \y7?w*K  
k, 109  ,6.741,5.485,.000, cPtDIc,  
LARC,84  ,29  ,109 I~l_ky|a !  
k, 110  ,6.585,4.905,.000, MNs<yQ9I'  
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k, 114  ,1.887,4.374,.000, 9y\nO)\Tv  
k, 115  ,6.806,5.726,.000, 8TYh&n=r  
LARC,113  ,114  ,115 pW ~;B*hF  
l, 104  ,64 .:H'9QJg  
k, 116  ,.675,2.339,.000, %enJ[a%Qg  
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l, 78  ,112 m@nGXl'!  
l, 112  ,42 7eq.UyUxs  
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l, 94  ,116 blz#M #  
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k, 121  ,4.496,.106,.000, Nj6Np^@sH  
k, 122  ,10.357,2.272,.000, ,=!s;+lu{  
k, 123  ,10.726,.579,.000, h%:wIkZ/  
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k, 126  ,10.242,2.396,.000, Nt+UL/1]  
LARC,117  ,125  ,126 y3*IF2G  
k, 127  ,15.216,-2.927,.000,  UDpI @  
k, 128  ,6.775,-.706,.000, DvEII'-h  
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LARC,122  ,117  ,136 UIQ=b;J9  
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k, 138  ,4.500,.109,.000, ,v| vgt  
k, 139  ,9.732,3.033,.000, 0g#?'sD  
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k, 140  ,15.053,-2.948,.000, 0tx
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k, 142  ,6.941,-.705,.000, d\z':d.Tt  
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lsel,a,line,,107,109,2 E 0pF; P5  
lsel,a,line,,25,71,46 M[*:=C)H  
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lesize,all,,,2 \IfgL$+  
amesh,40 dSZ#,Ea"  
allsel R4(8]oUW  
~&:R\  
lsel,s,line,,128 ex+AT;o  
lesize,all,,,2 *$$V,6O.  
lsel,s,line,,99 e"6i>w!  
lesize,all,,,2 6I#DlAU@v  
amesh,39 2AW{qwk7  
allsel i|^6s87"N2  
,GnU]f  
TMCA?r%Y\  
lsel,s,line,,93 Z5[:Zf?h7J  
lesize,all,,,2 ;/T-rVND  
amesh,30 }AqD0Qd2Hj  
allsel $SVGpEw  
c7IR06E  
XE*bRTEw  
lsel,s,line,,13 KgWT&^t  
lesize,all,,,7 QZox3LM1&.  
amesh,10 q*nz4QTOE  
allsel [1^wy#  
amesh,11 "J{zfWr  
allsel & }}WP:U  
amesh,43 m5aaY  
allsel "'B%.a#k  
HjS^ nYl  
lsel,s,line,,33 7~nCK  
lesize,all,,,8 c.Z4f
7  
amesh,25 X2YOD2<v  
allsel "\r~,S{:  
#aX@mPm  
lsel,s,line,,140 p\;)^O4  
lesize,all,,,2 6ya87H'e@  
amesh,44 u/'sdt  
allsel i%4k5[f.:  
wP0+Xv,  
lsel,s,,,130,140,10 :&)/vq  
LCCAT,all   jsd]7C  
ESIZE,5,0, p30&JJ!~"  
ACLEAR,59 lkg*AAR?'  
AMAP,59,117,32,71,70 ]UT|BE4v  
allsel TeCpT2!5j  
amesh,29 zn1Rou]6  
allsel S!W/K!wf  
1DtMY|wP  
lsel,s,line,,150
'A!/pUML  
lesize,all,,,2 AWXpA1(  
amesh,48 =e8L7_;  
allsel 5qkuKF  
amesh,5 /8t+d.r;/  
allsel \nAHpF  
qK vr*xlC  
lsel,s,line,,1,2,1 lN>C#e<]  
lesize,all,,,17 EvQwGt1)P  
lsel,s,,,3,6,3 I''R\Bp  
lesize,all,,,2 tlLn  
amesh,2 \R\@t]>Y  
allsel OrEuQ-,i@  
UW[{d/.wC  
lsel,s,,,3,4,1 L"!ZY  
LCCAT,all   355Sd;*  
ESIZE,5,0, ~uR6z//%  
ACLEAR,49 )(Mr f{  
AMAP,49,84,7,1,125 !aw#',r8m  
allsel _pko]F|()  
 L|lmStwe  
lsel,s,,,5,6,1 FEZ"\|I|  
LCCAT,all   pNE\@U|4E  
ESIZE,5,0, uV}WSoq[  
ACLEAR,50 Gh[`q7B Q  
AMAP,50,2,30,29,9 tb?F}MEe  
allsel DwY<qNWT  
amesh,4 "4ozlWx  
allsel O(D5A?tv!  
7XVzd]jH  
lsel,s,line,,148 fQW_YQsb  
lesize,all,,,6 A` o?+2s_  
amesh,3 Fb|e]?w  
allsel 2@3.xG  
of'ZNQ/  
lsel,s,line,,103 |v$%V#Bo  
lesize,all,,,18 {nQ)4.e6  
lsel,s,,,117,128,11 I51oG:6fR?  
LCCAT,all   ..]*Ao2  
ESIZE,5,0, E
N-H4F  
ACLEAR,58 kUg+I_j6*  
AMAP,58,106,94,37,65 cF_;hD|YZ  
allsel 8{G?92 {rN  
amesh,12 2&gd"
Ak(  
allsel oT|P1t.  
amesh,31 "s>fV9YyZ  
allsel m+Q5vkW  
lsel,s,line,,95 ?{"XrQw
  
lesize,all,,,10 9'n))%CZ.  
amesh,33 Cgz&@@j,]  
allsel %9QMzz5  
WXLe,7y  
3"'# |6O9  
lsel,s,,,17,63,46 ntj`+7mw  
LCCAT,all   %Ui{=920  
ESIZE,5,0, !_U37Uj<m  
ACLEAR,53 `y^zM/Ib  
AMAP,53,97,96,80,38 BEXQTM3])I  
allsel a IpPL8a  
amesh,46 s-C!uq  
allsel &&X$d!V  

|/@0~O(6  
lsel,s,line,,134 sf Dg/ a  
lesize,all,,,6 /^w"' '  
amesh,1 Dba+z-3Nzy  
allsel -NAmu97V}  
amesh,27 y0,Ft/D  
allsel <u0*"  
aSRjFL^  
LDELE,135   o g_Ri$x8  
lcomb,162,136 6|QTS|!  
lcomb,147,163 F(deu^s%{  
LDELE,147 FyCBNtCv  
LDELE,163 8{oZi]ob  
LDELE,138 49o\^<4b  
LDELE,144 f,|QAj=a  
lcomb,137,161 1{^CfamF  
lcomb,135,164 /x$}D=(CZ  
LDELE,143 M9gOoYf,~  
amesh,45 .+OB!'dDK^  
allsel rB,ld
y,f  
FIH@2zA  
lsel,s,,,21,136,115 W:WQaF`2x  
LCCAT,all   jQ6Xr&}  
ESIZE,5,0, ^D>fis  
ACLEAR,62 ri:,q/-  
AMAP,62,44,13,129,155 sTiYf  
allsel 5\WUoSgy  
amesh,28 RF:04d  
allsel "c6<zP  
k!&:(]  
lsel,s,line,,41 Z%#^xCz;w>  
lesize,all,,,2 G(3;;F7"  
lsel,s,,,16,17,1 y>`5Kyj3-@  
lsel,a,,,65 YNI;h%w  
LCCAT,all   >E,Q  
ESIZE,5,0, Y.7}  
ACLEAR,60 Wj&nUp{  
AMAP,60,65,66,36,35 x.b
a|:5  
allsel ] @ufV  
-OWZ6#v(  
lsel,s,,,8,111,103 ^;+[8:Kb  
LCCAT,all   vHS2q >  
ESIZE,5,0, WVOoHH  
ACLEAR,51 t ^m~  
AMAP,51,35,36,18,80 ^}J<
)}Q  
allsel s'TY[  
tj[c#@[B  
\0nlPXk?G  
lsel,s,line,,107 ?IILt=)<  
lesize,all,,,2 Y3k[~A7X  
lsel,s,,,66,111,45 ~T%Ui#Gc  
LCCAT,all   m^Glc?g<  
ESIZE,5,0, fH[Wkif  
ACLEAR,52 F_ 81l<  
AMAP,52,66,111,23,17 6x/s|RWL1  
allsel `kFiH*5%z  
amesh,6 :> SLQ[1  
allsel W2hA-1  
amesh,34 H'Nq#K  
allsel yPoSJzC=[  
amesh,35
$Zxt&a  
allsel h48YDWwy  
amesh,8 ET.dI.R8  
allsel \^0!|  
amesh,7 n}JPYu  
allsel Z5$fE7ba+  
amesh,64 6T_K9  
allsel WqE '(  
amesh,47 5rloK"  
allsel U7h(-dV   
wx*1*KZ  
lsel,s,,,113,137,24 B$?^wo  
LCCAT,all   ,:UX<6l R  
ESIZE,5,0, >I^9:Q  
ACLEAR,67 <: :VCA%  
AMAP,67,155,156,40,39 dw9Tf^V  
allsel VO_dA4C}z  
amesh,56 cI:-Z{M7z  
allsel [pL*@9Sa&  
n1,S_Hs  
lsel,s,,,21,67,46 H O*YBL  
LCCAT,all   FY4T(4#  
ESIZE,5,0, \J3/keL  
ACLEAR,54 )c+k_;t'+  
AMAP,54,40,39,76,77 <^c3}  
allsel f@d9Hqr+l;  
U*\17YU6h  
lsel,s,,,68,113,45 #K4*6LI  
LCCAT,all   Bd# TUy  
ESIZE,5,0, Gq1)1  
ACLEAR,55 oL-2qtv  
AMAP,55,41,43,77,42 N 9LgU)-Jt  
allsel ^_W40/c3  
"%@v++4y  
lsel,s,,,48,50,1 Z!_n_Fk  
LCCAT,all   QIK 9  
ESIZE,5,0, N=~~EtX  
ACLEAR,63 4MLH+/e  
AMAP,63,112,42,69,70 E oe}l   
allsel Z9[+'ZWt  
amesh,32 wd+K`I/v7h  
allsel A gWPa.'3  
Ur3m[07H  
lsel,s,line,,109 p!DP`Ouc3\  
lesize,all,,,6 EI1? GB)b  
amesh,23 >;9NtoE  
allsel tJ'iX>9I  
v0LGdX)/Y  
lsel,s,,,10,11,1 {v,)G)obWw  
lsel,a,,,112,139,27  #^0(  
lsel,a,,,151 5jZiJw(  
LCCAT,all   B(,:haAr  
ESIZE,5,0, # yN*',I&  
ACLEAR,66 |8U;m:AS  
AMAP,66,57,56,41,23 !0"
nx{7.  
allsel FFvCi@oT  
VteEDL/w  
lsel,s,,,118,119,1 VaR/o#  
lsel,a,,,19
yWb4Ify  
LCCAT,all   ej^3YNh&  
ESIZE,5,0, GLUUY0  
ACLEAR,61 f~ U.a.Fb  
AMAP,61,55,56,41,78 bRsTBp;R`I  
allsel _A'{la~k  
k;KdW P  
lsel,s,,,51,53,2 /X#z*GX  
LCCAT,all   DNP@A4~  
ESIZE,5,0, iqPBsIW  
ACLEAR,57 D$q'FZH  
AMAP,57,54,55,71,59 7x k|+!  
allsel 6q/?-Qcy  
h-QLV
[^  
lsel,s,line,,23 {x@|VuL=  
lesize,all,,,6,1.2 @Rq}nq=k  
amesh,14 SSA W52xC  
allsel ar^i|`D  
amesh,19 Tv$sqVe9  
allsel {' 5qv@3  
i$uN4tVKT  
lsel,s,line,,74 \#Up|u:  
lesize,all,,,7,1.2 j.|U=)E  
amesh,24 ,hRN\Kt)p  
allsel +!yXTC  
amesh,37 a`c:`v2o  
allsel >: Wau  
&c%Y<1e`%  
lsel,s,line,,25     !第二行 {C3Y7<  
lesize,all,,,6 L%h/OD  
amesh,17 `u_Qa  
allsel E6A/SVp  
amesh,22 Q8nId<\(  
allsel Es4qPB`g.  
amesh,21 m%r/O&g  
allsel \".^K5Pm  
amesh,20 8e2?tmWM  
allsel

.\:J~(  
amesh,15 h~}.G{"  
allsel TqAPAHg  
amesh,16 [V}, tO|  
allsel Ng=ONh  
4. qtp`  
MaY682}|y  
lsel,s,line,,81    !第三行 egR-w[{  
lesize,all,,,7 (<c7<_-H  
amesh,38 u{e-G&]^;  
allsel '%;\YD9  
amesh,18 ajH"Jy3A  
allsel 5iX! lAFJ  
01@t~v3!Z  
lsel,s,,,35,38,1 ~r*P]*51x  
LCCAT,all Ol/N}M|3
 
AMAP,65,86,90,53,52 LIpEQ7;  
allsel 5.0e~zlM-  
Dr#c)P~Wd  
T)iW`vZg8  
sRhKlUJG  
lsel,r,lcca    !删除前面连接的线元素 svhI3"
r  
ldele,all <V&5P3)d9  
5Av=3[kh"%  
arsym,x,all,,0,0     !对称 aX6}6zubr  
xL "!~dN  
nummrg,all,,,,low  ! 合并 8y2+&#$  
numcap,all         !压缩 NL"G2[e  
sM2MLh'D  
k,1911,0,0,0 DXR:1w[^  
k,1912,0,0,1 7/IlL  
l,1911,1912 ``K#}3  
5K%Wa]W  
MP,EX,1,1e9 l.=p8-/$'7  
MP,PRXY,1,0.4 a2@c%i  
MP,DENS,1,1800 DBH#)4do@  
n6Z|Q@F  
MP,EX,2,2e9 8p^B hd  
MP,PRXY,2,0.4 V"KS[>>f  
MP,DENS,2,1800 z8_XX$Mnt  
1Y
j~fb(  
MP,EX,3,3e9 7<\C?`q"  
MP,PRXY,3,0.4 5<YzalNf  
MP,DENS,3,1800 g_.^O$}  
Kq6jw/T  
MP,EX,4,4e9 /bRg?Q  
MP,PRXY,4,0.4 *C

|  
MP,DENS,4,1800 E8[T  
 #1nJ(-D+  
MP,EX,5,5e9 2f:^S/.A  
MP,PRXY,5,0.4 _8?o'<!8?^  
MP,DENS,5,1800 @mQ:7-,~  
'DbMF?<.  
MP,EX,6,6e9 2-+f1,  
MP,PRXY,6,0.4 bZwnaM4"F  
MP,DENS,6,1800 cntco@  
1R%1h9I4'  
MP,EX,7,7e9 2[yBD-":  
MP,PRXY,7,0.4 _.)eL3OF  
MP,DENS,7,1800 6sfwlT  
){;02^tX  
MP,EX,8,8e9 <yUstz,Xu^  
MP,PRXY,8,0.4 JCniN";r[  
MP,DENS,8,1800 ed!>)Cb  
4_?7&G0(  
MP,EX,9,9e9 fPa9ofU/kr  
MP,PRXY,9,0.4 J5M+FwZq  
MP,DENS,9,1800 8(U{2B8>\%  
u{H?4|'(  
MP,EX,10,10e9 ^%T7.1'x  
MP,PRXY,10,0.4 mh/n.*E7  
MP,DENS,10,1800 r#i?j}F}  
?=Pd  
MP,EX,11,1.1e10 E2wz(,@  
MP,PRXY,11,0.4 YUWn;#  
MP,DENS,11,1800 `TLzVB-j3  
X@2-*so<
 
MP,EX,12,1.2e10 ?9+@+q  
MP,PRXY,12,0.4 S_(d9GK<  
MP,DENS,12,1800 F=a+z/xKT  
g=@_Z"  
MP,EX,13,1.3e10 .^(/n9|o-  
MP,PRXY,13,0.4 p*QKK@C  
MP,DENS,13,1800 .d<W`%[  
JH,/jR  
MP,EX,14,1.4e10 7*+]wEs  
MP,PRXY,14,0.4 7E$&2U^Js  
MP,DENS,14,1800 iI1n2>V3y  
8T[ 6J{|C  
MP,EX,15,1.5e10
\K2*Q&>  
MP,PRXY,15,0.4 $^/0<i$  
MP,DENS,15,1800 tA.`k;LT  
_o3e]{  
MP,EX,16,1.6e10 ]jMKC8uz  
MP,PRXY,16,0.4 p/6zEZ*  
MP,DENS,16,1800 5N$E()m$  
Nh?|RE0t  
MP,EX,17,1.7e10 X@N$Z{  
MP,PRXY,17,0.4 y^>Q/H\  
MP,DENS,17,1800 Y,S\2or$  
2!1.E5.I  
MP,EX,18,1.8e10 JtKp(k&  
MP,PRXY,18,0.4 d50Vtm\  
MP,DENS,18,1800 \ gwXH  
Njc%_&r  
MP,EX,19,1.9e10 Z3KO90O!8  
MP,PRXY,19,0.4 EV M7Q>  
MP,DENS,19,1800 C]u',9,  
{^)70Vz>PE  
MP,EX,20,2e10 t:~t@4j}  
MP,PRXY,20,0.4 =JLh?Wx  
MP,DENS,20,1800 yc;3Id5?>  
gO?44^hMe  
MP,EX,21,2.1e10 eP1nUy=T  
MP,PRXY,21,0.4 ,Z9>h[JF  
MP,DENS,21,1800
{BBw$m,o  
>c8GW >\N  
MP,EX,22,2.2e10 pcS+o  
MP,PRXY,22,0.4 rsNf$v-*  
MP,DENS,22,1800 P@}Pk  
j|fd-<ng  
MP,EX,23,2.3e10 LHCsk{3
 
MP,PRXY,23,0.4 b8KsR=]4I  
MP,DENS,23,1800 9-1#( Y6S  

NLd``=&  
MP,EX,24,2.4e10 BG`s6aC|z<  
MP,PRXY,24,0.4 %y[1H5)3<  
MP,DENS,24,1800 O>y'Nqz  
9<Eg}Ic  
MP,EX,25,2.5e10 t G.(flW,  
MP,PRXY,25,0.4 bUy,5gk-  
MP,DENS,25,1800 &a)eJF]:!  
tq50fq'  
MP,EX,26,2.6e10 8OhDjWVJ  
MP,PRXY,26,0.4 :PYtR  
MP,DENS,26,1800 [U =Uo*  
\t4tiCw  
MP,EX,27,2.7e10 e;YW6}'}  
MP,PRXY,27,0.4 Cr/`
keR  
MP,DENS,27,1800 7^TV~E#  
'(+<UpG_Q}  
MP,EX,28,2.8e10 ;o
Ov/3  
MP,PRXY,28,0.4 `b5 @}',  
MP,DENS,28,1800 :\~+#/=:  
2(!fg4#+  
MP,EX,29,2.9e10 %GEJnJ  
MP,PRXY,29,0.4 XkmQBV"  
MP,DENS,29,1800 ;$j7H&UNQj  
!<@J6??a}s  
MP,EX,30,3.0e10 V}w;Y?]J  
MP,PRXY,30,0.4 :6kj
EI  
MP,DENS,30,1800 Oc?+M 5  
C_fY %O  
MP,EX,31,3.1e10 gIEl.  
MP,PRXY,31,0.4 #.B"q:CW*P  
MP,DENS,31,1800 dj6*6qX0'^  
+V862R4,o  
`\|ssC8u  
MP,EX,32,3.2e10 9 t n!t  
MP,PRXY,32,0.4 I3S9Us-\  
MP,DENS,32,1800 u'
A#%}3  
:VmHfOO  
MP,EX,33,3.3e10 hPhZUL%  
MP,PRXY,33,0.4 %bXtKhg5eJ  
MP,DENS,33,1800 [&S}dQ"  
JOnyrks  
zW |=2oX2  
MP,EX,34,3.4e10 hv$yV%.`  
MP,PRXY,34,0.4 N)8HR9[!  
MP,DENS,34,1800 +A_J1iJ<  
oT
95^y\9  
MP,EX,35,3.5e10 n}-
3o]ku  
MP,PRXY,35,0.4 7B9`<{!h  
MP,DENS,35,1800 &sVvWNO#2  
lb'Cl3H  
MP,EX,36,3.6e10 "%2xR[NF  
MP,PRXY,36,0.4 h:\oly\  
MP,DENS,36,1800 gieJ}Bv  
6$Q,Y}j  
MP,EX,37,3.7e10 8 (jUe  
MP,PRXY,37,0.4 }1 vT)  
MP,DENS,37,1800 8t"~Om5sG  
@MR?6n*k  
cFd >oDS  
MP,EX,38,3.8e10 E9!N>0  
MP,PRXY,38,0.4 N@o?b  
MP,DENS,38,1800 xom<P+M!|  
PG5- ;i/  
MP,EX,39,3.9e10 )o _j]K+xI  
MP,PRXY,39,0.4 0Sl]!PZR1  
MP,DENS,39,1800 u<ySd?  
AF\T\mtvRm  
k5d\w@G"~  
MP,EX,40,4e10 0IM8  
MP,PRXY,40,0.4 :q##fG'm/  
MP,DENS,40,1800 Pj#'}ru!  
cX!Pz.C  
MP,EX,41,4.1e10 ']6VB,c`  
MP,PRXY,41,0.4 ER&UBUu"  
MP,DENS,41,1800 q(^Q3  
v*hRz;  
MP,EX,42,4.2e10 6`01EIk  
MP,PRXY,42,0.4 |Yi)"-  
MP,DENS,42,1800 Jhkvd<L8`m  
3*_fzP<R  
DmqX"x%P  
type,2   !拉伸 7iC *Pr  
EXTOPT,ESIZE,1,0,   !中到洞顶，面生成体单元的控制命令 Q'apG)0I  
EXTOPT,ACLEAR,1 &(rWwOo6  
mat,1 [(LV
  
asel,s,area,,106,107,1 Z-=YM P ]Q  
asel,a,area,,39,40,1 2+8#H.  
VDRAG,all,,,,,,304 DdV'c@rq+  
allsel C2e.2)y  
L7Dh(y=;7  
type,2   JYqSL)Ta*t  
EXTOPT,ESIZE,1,0,    !中到洞右上-jiao G*[P<<je_  
EXTOPT,ACLEAR,1 }7<5hn E  
mat,2 1-SVCk -  
asel,s,area,,30 %6j)=IOts  
VDRAG,all,,,,,,304 e>'H IO  
allsel 1nj(hg  
=#5D(0Ab  
type,2   =x#FbvV  
EXTOPT,ESIZE,1,0,  !中到洞右上 |BMV.Zi  
EXTOPT,ACLEAR,1 ZBD;a;wx  
mat,3 "LhUxnll  
asel,s,area,,31 K5Wg"^AHY/  
VDRAG,all,,,,,,304 wy1X\PJjH  
allsel > Vb@[  
!SOrCMHx  
type,2   $ls[|N:y0l  
EXTOPT,ESIZE,1,0,    !中到洞右下 2 mjV
~  
EXTOPT,ACLEAR,1 s)A<=)w/e  
mat,4 RH0>ZZR  
asel,s,area,,33,34,1 #eP LOR&q  
VDRAG,all,,,,,,304 DbX{#4lx  
allsel QA!_} N4n  
$V>98M>j  
type,2   V2Q$g^X'  
EXTOPT,ESIZE,1,0,    !中到洞右下-jiao Zx }&c |Q  
EXTOPT,ACLEAR,1 F7m?xy  
mat,5 pVp:@0h  
asel,s,area,,35 \h
<BDk*  
VDRAG,all,,,,,,304 <hnCUg1
 
allsel 1&=0Wg0ig  
qr\!*\9  
type,2   }S-DB#6  
EXTOPT,ESIZE,1,0,   !中到洞左上-jiao R$k
piqK  
EXTOPT,ACLEAR,1 2g{)AtK$#  
mat,6 W" "*ASi  
asel,s,area,,97 ~`;rNnOT3  
VDRAG,all,,,,,,304 O^>jdl!TZ  
allsel Gnm4gF!BI  
vh!v MB}}  
type,2   ChryJRuwv5  
EXTOPT,ESIZE,1,0,  !中到洞左上 @xsP5je]  
EXTOPT,ACLEAR,1 {Ee>n^1  
mat,7 stl 1QO(h  
asel,s,area,,98 `?\tUO2_T  
VDRAG,all,,,,,,304 [mxTa\  
allsel $5`!Z%>/  
6!iJ;1PeE  
type,2   <|O^>s;  
EXTOPT,ESIZE,1,0,   !中到洞左下 r5&I? 0   
EXTOPT,ACLEAR,1 eg"Gjp-4=  
mat,8 u D 5%E7  
asel,s,area,,100,101,1 PHg48Y"Nd  
VDRAG,all,,,,,,304 !;@_VWR  
allsel >C WKH~  
5pNY)>]t=  
type,2   XALI<ZY  
EXTOPT,ESIZE,1,0,  !中到洞左下-jiao 3XiO@jzre  
EXTOPT,ACLEAR,1 RIM`omM  
mat,9 9_ICNG%  
asel,s,area,,102 R)?{
]]v  
VDRAG,all,,,,,,304 ,[p T4G  
allsel M/D)".;  
?zJpD8e  
type,2   rRES8/  
EXTOPT,ESIZE,1,0,   !中隔墙 XB hb`AG  
EXTOPT,ACLEAR,1 k@>\LR/v  
mat,10 YIt9M,5/Q  
asel,s,area,,52,58,6 qVjWV$
j  
asel,a,area,,60,119,59 OkAK  
asel,a,area,,125,127,2 ;T]d MfO  
VDRAG,all,,,,,,304 5/[H+O1;  
allsel 1PaUI#X"2F  
j83? m  
type,2   &Wp8u#4L  
EXTOPT,ESIZE,1,0,   !中洞左二衬 Ph&urxH@  
EXTOPT,ACLEAR,1 "Y`3DxXz  
mat,11 >>l`,+y  
asel,s,area,,73,79,6 U;_[b"SW%  
VDRAG,all,,,,,,304 ?q`0ZuAg\<  
allsel +`mGK:>  
P=N$qz
$U  
type,2   D8{D[fJ;  
EXTOPT,ESIZE,1,0,   !中洞右二衬 }g+;y  
EXTOPT,ACLEAR,1 &ej8mq"\  
mat,12 S&O3HC  
asel,s,area,,6,12,6 F+UG'4%  
VDRAG,all,,,,,,304 C<^YVeG  
allsel w"m+~).U  
ivO/;)=t  
type,2   uaw~r2  
EXTOPT,ESIZE,1,0,   !中洞内zuo围眼 ]e:/"  
EXTOPT,ACLEAR,1 K`}{0@ilCw  
mat,13 Mpue   
asel,s,area,,118,120,2 qM4c]YIaSl  
VDRAG,all,,,,,,304 -b&{+= ^c  
allsel yZ]:y-1  
I-D^>\k+  
!右到洞 f8 /'%$N  
vgIpj3u  
type,2   O-vGyNxP|  
EXTOPT,ESIZE,1,0,   !边一衬 R9We/FhOY  
EXTOPT,ACLEAR,1 QB!~Wh  
mat,14 iq#b#PYA  
asel,s,area,,29 cHA7Kg !  
asel,a,area,,63 Z#d&|5Xj  
asel,a,area,,44 -Ue$T{;RoH  
VDRAG,all,,,,,,304 x}/,yaWZ  
allsel L(S'6z~_9  
s1Ok|31|  
!{et8F@d|  
type,2   KAA-G2%M  
EXTOPT,ESIZE,1,0,   !上一衬-交 /StTb,  
EXTOPT,ACLEAR,1 -W{DxN1  
mat,15 hD,:w%M  
asel,s,area,,48 0Q,g7K<d  
VDRAG,all,,,,,,304 Ok5<TZ6t4k  
allsel S>G?Q_&}?D  
wZT%Ee\D%  
type,2   B0$:b!  
EXTOPT,ESIZE,1,0,   !上一衬 +=Jir1SLV  
EXTOPT,ACLEAR,1 $w)~O<_U  
mat,16 ?PA$Ur21lw  
asel,s,area,,46 _!;Me )C  
VDRAG,all,,,,,,304 [u@Jc,  
allsel z't??6  
 %R#L  
+:=(#Y  
type,2   {_N,=DQ!  
EXTOPT,ESIZE,1,0,   !下一衬 vzzE-(\\e  
EXTOPT,ACLEAR,1  ~I/@i  
mat,17 >FjR
9B  
asel,s,area,,45,64,19 C$Lu]pIL*  
VDRAG,all,,,,,,304 rt3qdk5U  
allsel \]Kh[z0"  
$CTSnlPq  
type,2   wS+V]`b  
EXTOPT,ESIZE,1,0,   !下一衬-交 (@X~VACT  
EXTOPT,ACLEAR,1 )M=ioE8`h  
mat,18 a)Q!'$"'  
asel,s,area,,47 V6$xcAE"</  
VDRAG,all,,,,,,304 ]Y6cwZOe  
allsel bawJ$_O_  
` 8W*  
type,2   \y6OUM2y  
EXTOPT,ESIZE,1,0,   !二衬 ,y4I[[  
EXTOPT,ACLEAR,1 1"8yLvtn  
mat,19 UX-&/eScN  
asel,s,area,,54,56,1 -aRU]kIf  
asel,a,area,,28 1XG!$4DW  
asel,a,area,,5 ^ PI
5L  
VDRAG,all,,,,,,304 7*j (*  
allsel rn DCqv!'P  
)m6M9eC  
type,2   NW~z&8L  
EXTOPT,ESIZE,1,0,   !围眼 WPZ?*Sx  
EXTOPT,ACLEAR,1 1}hIW":3Sr  
mat,20 .)1_Ew  
asel,s,area,,1 jA".r'D%  
asel,a,area,,62,67,5 s &Dg8$  
VDRAG,all,,,,,,304 ]&Z))H  
allsel $,I q;*7N  
(>J4^``x=  
!左导洞 AE: Z+rM*  
!-s!f
&_  
type,2   a{!QOX%K  
EXTOPT,ESIZE,1,0,   !边一衬 XxHx:
mi  
EXTOPT,ACLEAR,1 bNT9 H`P  
mat,21 JvYPC  
asel,s,area,,96 f>'Y(dJ'W  
asel,a,area,,130 [{4MR%--  
asel,a,area,,111 -(#I3h;I  
VDRAG,all,,,,,,304 \txbhWN  
allsel (mxT2"fC  
l4T7'U>`  
type,2    zYXV;  
EXTOPT,ESIZE,1,0,   !上一衬-交 R1&unm0  
EXTOPT,ACLEAR,1 HM>lg`S  
mat,22 <Q|d&vDVfV  
asel,s,area,,115 +q6ydb,  
VDRAG,all,,,,,,304 L 
lqM c  
allsel (E,T#uc{  
Y@'8[]=0  
type,2   Pxn,Qw*  
EXTOPT,ESIZE,1,0,   !上一衬 2Q;9G6p  
EXTOPT,ACLEAR,1 <2C7<7{7  
mat,23 +C7 ~b~ %  
asel,s,area,,113 s {^yj  
VDRAG,all,,,,,,304 ]weoTn:  
allsel 4|A>b})H  
-}K<ni6  
type,2   >-&R47G  
EXTOPT,ESIZE,1,0,   !下一衬 cj11S>D  
EXTOPT,ACLEAR,1 CJ}5T]WZ  
mat,24 G0E121`h  
asel,s,area,,112,131,19 c1X1+b,  
VDRAG,all,,,,,,304 @aJ
!PV'ms  
allsel L(GjZAP  
KfF!{g f  
type,2   bINvqv0v  
EXTOPT,ESIZE,1,0,   !下一衬-交 cqxVAzb  
EXTOPT,ACLEAR,1 HF|oBX$_  
mat,25 R_=6GZH$G  
asel,s,area,,114 q7u'_R,;  
VDRAG,all,,,,,,304 Dk48@`l2  
allsel 0M\D[mg  
ETs>`#`6o  
+{
sqcr1G  
type,2   5n
bEf9&  
EXTOPT,ESIZE,1,0,   !二衬 KZ~*Nz+H2  
EXTOPT,ACLEAR,1 "RIZV  
mat,26 ybp 
-$e  
asel,s,area,,121,123,1 `y+tf?QN  
asel,a,area,,72,95,23 _X?^Cy  
VDRAG,all,,,,,,304 A!^q J#  
allsel !!Z?[rj  
CdL< *AH  
type,2   9m
Z  
EXTOPT,ESIZE,1,0,   !围岩 A 7[:5$  
EXTOPT,ACLEAR,1 K98i[,rP  
mat,27 4&l10fR5  
asel,s,area,,68 FLEo*9u>b  
asel,a,area,,129,134,5 $1ndKB8)`J  
VDRAG,all,,,,,,304 I-OJVZ( V  
allsel NHlk|Y#6b  
3_A *$  
!右洞 ^pHq66d%Z  
Ar~"R4!  
type,2   V59(Z  
EXTOPT,ESIZE,1,0,   !右上一衬
W456!OHa  
EXTOPT,ACLEAR,1 n_'{^6*O  
mat,28 \TU3rk&X  
asel,s,area,,9 >M&3Y XC  
asel,a,area,,42,43,1 (h:Rh  
VDRAG,all,,,,,,304 w&ak"GgV  
allsel [=~pe|8:  
eF2|Wjl``;  
4`,j=3  
type,2   Agrk|wPK  
EXTOPT,ESIZE,1,0,   !右上二衬 Hc`A3SMR  
EXTOPT,ACLEAR,1 r&FDEBh  
mat,29  T Q,?>6n  
asel,s,area,,36 Dd`Mv$*d8  
asel,a,area,,49,50,1 (W}bG>!#Q8  
VDRAG,all,,,,,,304 k1Q?'<`  
allsel {T].]7Z  
5atYOep  
type,2   tJN<PCG6"  
EXTOPT,ESIZE,1,0,   !道班 Y".RPiTL  
EXTOPT,ACLEAR,1 NVRLrJWpp  
mat,30 ?,/U^rf^4  
asel,s,area,,2 ~g.$|^,.O/  
VDRAG,all,,,,,,304 d^`?ed\1  
allsel 5eWwgA  
Kv~U6_=1O  
type,2   kwsp9 0)  
EXTOPT,ESIZE,1,0,   !右上围岩 1@$Ko5  
EXTOPT,ACLEAR,1 QE7V. >J_p  
mat,31 !F?XLekTi  
asel,s,area,,3,4,1 0V?F'<qy  
VDRAG,all,,,,,,304 {5  sO  
allsel m4*@o?Ow  
#KO,~]k5|e  
type,2   W6Y@U$P#G  
EXTOPT,ESIZE,1,0,   !右下围岩 t45Z@hmcW  
EXTOPT,ACLEAR,1 {AQ=<RDRF  
mat,32 vhhC> 7  
asel,s,area,,8,27,19 --DoB=5%8  
VDRAG,all,,,,,,304 ?Q&yEGm(  
allsel /7 Cn(s5o  
M'/aZ# b  
type,2   LW(6$hpPp  
EXTOPT,ESIZE,1,0,   !右下二衬 `/_G$_  
EXTOPT,ACLEAR,1 )5 R=Z<  
mat,33 GAAm0;  
asel,s,area,,7 mml z&h  
VDRAG,all,,,,,,304 .aflsUD  
allsel :<|<|qJWo  
t]e;;q=L.  
!左洞 0#MqD[U(  
Lco&Fp  
type,2   4 uQT5  
EXTOPT,ESIZE,1,0,   !左上一衬 +$Rt+S BD  
EXTOPT,ACLEAR,1 D|.ic!w'  
mat,34 &zo|Lfe  
asel,s,area,,76 0P]E6hWgg  
asel,a,area,,109,110,1 Pfs;0}h5  
VDRAG,all,,,,,,304 O]m+u  
allsel FJd]D[h  
^I+)o1%F  
,\@O(; mF  
type,2   !Ta>U^7  
EXTOPT,ESIZE,1,0,   !左上二衬 ?C/Te)  
EXTOPT,ACLEAR,1 .(WQYOMl0  
mat,35 }RP@!=  
asel,s,area,,103 _l1NKk  
asel,a,area,,116,117,1 @62Mk},9 c  
VDRAG,all,,,,,,304 F,'exuZ  
allsel ~^cMys |'  
|ely|U. Tf  
type,2   w[ ~#av9  
EXTOPT,ESIZE,1,0,   !道班 &>Vfa  
EXTOPT,ACLEAR,1 9 '2_  
mat,36 YtWJXkB  
asel,s,area,,69 +k>.Q0n%m  
VDRAG,all,,,,,,304 ,tg0L$qC  
allsel -(bkr+N  
} GiHjzsR  
type,2   _H/8_[xk  
EXTOPT,ESIZE,1,0,   !左上围岩 q?ix$nKOv  
EXTOPT,ACLEAR,1 RZCq{|L  
mat,37 71{p+3Z&  
asel,s,area,,70,71,1 )sT> i  
VDRAG,all,,,,,,304 x_dy~(*  
allsel B9J&=6`)  
~JH:EB:  
type,2   &sd}ulEg`  
EXTOPT,ESIZE,1,0,   !左下围岩 a.zpp'cEb  
EXTOPT,ACLEAR,1 @qHNE,K  
mat,38 lMbAs.!  
asel,s,area,,75,94,19 FeTL&$O  
VDRAG,all,,,,,,304 EEW_gFn  
allsel J:\|Nc?  
E^S
H\5B  
type,2   YGsWu7dG  
EXTOPT,ESIZE,1,0,   !左下二衬 lO_UPC\@fw  
EXTOPT,ACLEAR,1 E)fglYWs2  
mat,39 k{Aj^O3gD  
asel,s,area,,74 y?q*WUh  
VDRAG,all,,,,,,304 XSZ k%_  
allsel 9,"L^W8"k  
Kc^;vT>3  
!外围 =i7`ek  
r#B+(X7LM  
type,2   D N*t~Z3[  
EXTOPT,ESIZE,1,0,   !加固区 `9b7>Nn<  
EXTOPT,ACLEAR,1 *v3]}g[<  
mat,40 ~((w?Yy"v  
asel,s,area,,11,26,15 o+$7'+y1n-  
asel,a,area,,41,59,18 !U~WK$BP  
asel,a,area,,78,93,15 |x-S&-  
asel,a,area,,108,126,18 6}oXP_0U  
VDRAG,all,,,,,,304 Z LD}a:s  
allsel smDw<slC  
d
8x\  
'^
"6+k  
type,2   KFwzy U"  
EXTOPT,ESIZE,1,0,   !外围围岩 qm8&*UuKJ  
EXTOPT,ACLEAR,1 Zc`BiLzrIG  
mat,41 #gcF"L||  
asel,s,area,,13,25,1 G-.^O,%  
asel,a,area,,65,66,1 ;{%\9nS  
asel,a,area,,37,38,1 9^p;UA  
asel,a,area,,10,32,22 ^:Gie  
asel,a,area,,57,61,4 
hHM
N6i  
asel,a,area,,80,92,1 9b*nLyYVz  
asel,a,area,,104,105,1 a)'5Nw9*  
asel,a,area,,132,133,1 5x>}O3Q_  
asel,a,area,,77,99,22 81i655!Z  
asel,a,area,,124,128,4 *NClfkZ  
VDRAG,all,,,,,,304 '`uwJ&@  
allsel jYhB +|  
Pw61_ZZ4B\  
type,2   <fFTY130:  
EXTOPT,ESIZE,1,0,   !中洞内you围眼 #hsx#x||  
EXTOPT,ACLEAR,1 ~'CE[G5  
mat,42 #: [<iSk  
asel,s,area,,51,53,2 *9{Z$IA9w  
VDRAG,all,,,,,,304 k|H:  
/Bm( `T  
t>$kWd{9e;  
k,1000,5,0,1 O|M{-)  
CSKP,20,0,1912,1000,1911,1,1,  !定义一个局部坐标，三点式 eXf22;Lz  
DSYS,20,                       !激活局部坐标 XnWr5-;
 
vTx2E6  
nummrg,all,,,,low  ! 合并 -#HA"7XOE  
numcap,all         !压缩 ]@Uq=?%  
D 'Zt  
flac 3d模拟隧道开挖命令流 07^iP>?  
@("a.;1#o  
def moduli_data 3S}Pm2D2  
s_mod=y_mod/(2.0*(1.0+p_ratio)) 6'Worj  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) z\%Ls   
end e8#h3lxJ`  
set y_mod 5e14 1jF`5k  
set p_ratio 0.25 bq:(
u4 3  
moduli_data ~15N7=wCM  
0p!>JQ]m  
mo el ;定义本构模型 ,~]tg77  
prop bulk b_mod shear s_mod d! LE{  
 N#a$t&  
fix x range x  -55.1 -54.9 aN8|J?JH  
fix x range x  54.9  55.1 65aK2MS@  
fix z range z  -49.152 -48.952 xe` </  
fix y range y  -0.1 0.1 5X:*/FuS@  
fix y range y  0.9 1.1 Us0EG\Y  
/Y7<5!cS  
ini density 2479 -K3^BZHI  
set gravity 0 0 -10 <,e+ kL{  
set large #/<&*Pu5t  
apply szz -0.115e6 range z 11.848 12.048 Qh'ATo  
;释放0 6U R2IxbE  
solve #T=LR@y  
save 地应力.sav ikvWh<=>H  
ZWKg9%y7  
S9~+c  
;围岩 zIu E9l  
def moduli_data11 Tw;3_Lj  
s_mod=y_mod/(2.0*(1.0+p_ratio)) .jk@IL  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) O4V.11FnW  
end L'0B$6  
set y_mod 6e9 V^Q#:@0  
set p_ratio 0.25 9E"vN  
moduli_data11 :6Lx@  
^Uf]Q$uCjE  
mo mohr   ;所有的 ~ijVmWNk  
prop bulk b_mod shear s_mod fric 39 coh 7e5 ten 1e5 iCHOv{p.  
ini xdis=0 ydis=0 zdis=0 H
V{wI1  
set large 8)10o,#L  
hist unbal `</ff+Q6  
SfaQvs
tN  
lY?QQ01D  
;开挖中导洞 U$WxHYo  
model null range group 1   zU gE~  
model null range group 2   |n,<1QY  
model null range group 3   @c;|G$E@3  
model null range group 4   rzm:Yx  
model null range group 5   :?g:~+hfO  
model null range group 6 1Y7Eajt-5  
model null range group 7   %R}.#,Suo  
model null range group 8   ,>0*@2
 
model null range group 9   Vt".%d/`7  
model null range group 10   2[O&NdP\Zk  
model null range group 11 DkvF5c&  
model null range group 12 mR?5G:W~R  
model null range group 13 $JMXV  
model null range group 42 <FcG oGK  
step 100 uF9C-H@:  
mUdOX7$c>  
;zhong导洞初期支护 B1>/5hV}  
mo el range group 1  ;必须说明范围 iV*q2<>  
mo el range group 2 QD:{U8YbF$  
mo el range group 3 ]v]qChZHd  
mo el range group 4 e :%ieH
<  
mo el range group 5 -y8`yHb_  
mo el range group 6 oPXkYW  
mo el range group 7 |yQZt/*SOZ  
mo el range group 8 `Nb[G)Xh  
mo el range group 9 e%@~MQ-  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 1 -xEXN[\S  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 2 w&o&jAb-M  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 3 V@cM|(  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 4 di6QVRj1  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 5 UBaAx21x  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 6 Py@wJEo  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 7 W;'!g
pa  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 8 {MCi<7j<?  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 9 K1\a#w  
step 1000 g1W.mAA3B  
save 中导洞初期支护.sav V C24sU  
%yW3VL  
;施作中隔墙 w[S pw<Z  
mo el range group 10 2[RoxKm  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 10 {B?Wu3-  
step 500 J;{N72  
save 中隔墙.sav r^3acXl  
V )x$|!(  
;施作中导洞二衬 <SgM@0m  
mo el range group 11 &]v4@%<J  
mo el range group 12 :U3kW8;UMP  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 11 OwH81#   
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 12 <`B,R*H{  
step 500 TgmnG/Z  
save 中导洞二衬.sav .!$*:4ok  
\{Z;:,S  
TarIPp  
;开挖you导洞 52 fA/sx  
model null range group 14   A+"ia1p,}  
model null range group 15   3=FZ9>by  
model null range group 16 Li/O  
model null range group 17   Po__-xN>Q  
model null range group 18   |)b6>.^  
model null range group 19 j53*E )d  
model null range group 20 /%}*Xh  
step 100 4'g;TI^  
&,c``z  
;you导洞初期支护 *W0y: 3dB3  
mo el range group 14  ;必须说明范围 gQxbi1!;9  
mo el range group 15 '=nQ$/!q  
mo el range group 16 K9$>Yxe|  
mo el range group 17 8S mCpg  
mo el range group 18 / ';0H_  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 14 VY;{/.Sa  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 15 hbzC#@q  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 16 "a ueL/dgN  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 17 6:Ch^c+IZ  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 18 (@<lRA ^  
step 1000 Z&1T  
save 右导洞初期支护.sav #A1Z'y0  
e vrX
o"3  
;施作you-bian墙 9[b<5Llt  
mo el range group 19 7n8~K3~;  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 19 B_nVP  
step 1000 JJ}0gZ   
save 右导洞边墙.sav ?s\:hNNY  
~$:|VHl  
TUV&vz{  
;开挖zuo导洞 DnCP aM4%  
model null range group 21   8+a
4>8[M  
model null range group 22   5R
@  
model null range group 23   4wa`<H&S5  
model null range group 24 ej4W{IN~:  
model null range group 25 kzn5M&f>  
model null range group 26 3L833zL  
model null range group 27 !%^^\,  
step 100 k2c}3 MeP  
Ir`eL  
;zuo导洞初期支护 'Jt]7;04p  
mo el range group 21 ;必须说明范围 f,V<;s  
mo el range group 22 \ e\?I9  
mo el range group 23 @R/07&lBR  
mo el range group 24 s}UjGFP  
mo el range group 25 .y_/Uwu  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 21 !c}O5TI|#  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 22 YQ+tDZY8`  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 23 \>jLRb|7Ts  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 24 y.e^hRKb  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 25
,Sq/y~  
step 1000 BSYzC9h`  
save 左导洞初期支护.sav rai3<_W<  
CdasP9"1  
;施作zuo-bian墙 TH; R  
mo el range group 26 "uuVy$6C  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 26 [5zx17'  
step 1000 ]ndvt[4L  
save 左导洞边墙.sav _hRcc"MS`  
i@P)a'W_  
;回填 =Z P%mW&;}  
def moduli_data112 Y ;u<GOe  
s_mod=y_mod/(2.0*(1.0+p_ratio)) tk!t Y8j  
b_mod=y_mod/(3.0*(1.0-2.0*p_ratio)) 9K5pwC\$%  
end T*#/^%HSG  
set y_mod 6e9 U*(izD  
set p_ratio 0.25 0Fk5kGD,&K  
moduli_data112 ?]Pmxp H}  
&<wuJ%'>)Z  
mo mohr range group 42  ;所有的 )~+E[|  
prop bulk b_mod shear s_mod fric 39 coh 7e5 ten 1e5 range group 42 3HLNCt09  
step 100 }Mf!-g  
-~v|Rt  
;zuo上开挖 !lf|7  
model null range group 34 =NnNN'}  
model null range group 35   CK,7^U  
model null range group 36 J?RabYd ~  
model null range group 37 M)eO6oX|  
model null range group 6 g#F?!i-[F  
model null range group 7   H<v'^*(  
model null range group 22 ln?v j)j  
model null range group 23 (@%gS[]  
step 100 ::ajlRZG  
.q `Hjmg<  
;zuo上初期支护 w8kOVN2b  
mo el range group 34  ;必须说明范围 lV1G<qP  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 34 :YXX8|>  
step 1000 z.GMqW%B  
!G SV6  
;施作zuo-shang二次衬砌 #0ETY\}ZD  
mo el range group 6 ^aH\7J@Y  
mo el range group 22 k 8UO9r[  
mo el range group 35 R_sr?V|"  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 6 FN\E*@>X=  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 22 7B!xT2{T  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 35 3pv4B:0  
step 1000 jp0<pw_  
save 左上二衬.sav 5]n[]FW  
0Uo\wyd  
?Cl%{2omO  
;右上开挖 *a58ZI@  
model null range group 28 .WPV dwV4U  
model null range group 29   ^C_#<m_k  
model null range group 30 o Z%9_$Z  
model null range group 31 G'6@+$ppS  
model null range group 2 J3n-`k8  
model null range group 3   wQe_vY  
model null range group 15 clNkph  
model null range group 16 &;D8]7d
 
model null range group 42 2Ou[u#H  
step 100 l-SAC3qhG  
=bHD#o|R  
;右上初期支护 LL2=&VK  
mo el range group 28  ;必须说明范围 k9L?+PD  
pro bulk 1.6e10 shear 1.2e10 dens 2.2e3 range group 28 &K.?p2$X  
step 1000 GM3f-\/  
;?8_G%va  
;施作you-上二次衬砌 U-IpH+E  
mo el range group 2 ~ vJ,`?  
mo el range group 15 \De{9v  
mo el range group 29 xL{a  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 2 QlJ)F{R8il  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 15 ,wIONDnLZ  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 29 NMa} <  
step 1000 Olh<,p+x  
save 右上二衬.sav %KmiH ;U  
5\e9@1Rc  
MFb9H{LA  
;zuo下开挖 Cq'KoN%nQ  
model null range group 38 !{^PO<9  
model null range group 39 huJ&
]"C  
model null range group 8 d5oI
H  
model null range group 9 ig/%zA*Bo  
model null range group 24 Fxm$9(Y  
model null range group 25   ?)u@Rf9>  
step 100 .ox8*OO<  
~y/ nlb!  
;施作zuo-xia二次衬砌 [/Rf\T(,jn  
mo el range group 9 m06ALD_  
mo el range group 25 3wC' r  
mo el range group 36 CitDm1DXt/  
mo el range group 39  CCL  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 9 M7@2^G]p  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 25 ;\=M;Zt  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 36 K2J\awX  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 39 P/Q!<I  
step 1000 w]]8dz  
save 左下二衬.sav h"_MA_]~  
1IZ3=6  
xO&eRy?%  
;右下开挖 C!fMW+C@  
model null range group 32 ie2WL\tR4  
model null range group 33 V+VkY3  
model null range group 4 b)=[
1g/=L  
model null range group 5 FLGk?.x$\  
model null range group 17 #MRMNL@   
model null range group 18   {&\jW
!&n  
step 100 T[j#M+p  

A1.7O  
iZM+JqfU|D  
;施作you-下二次衬砌 vTJ}8  
mo el range group 5 X22[tqg;&  
mo el range group 18 p$PKa.Y3  
mo el range group 30 =y0C1LD+  
mo el range group 33 'H \9:7  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 5 =Ur}~w&H8  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 18 >_|O1H./4  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 30 UFp,a0|  
pro bulk 2.24e10 shear 1.68e10 dens 2.3e3 range group 33 rvnT6Ve  
solve \lZf<f  
save 右二衬.sav XpBj%e:  
{TX]\ufG  
A29gz:F(  
apply szz -0.005e6 range group 30 x 3.5013 7.5013 z 2.2976 2.4976 L#+q]j+  
apply szz -0.005e6 range group 36 x -7.5013 -3.5013 z 2.2976 2.4976 f!
!V${)X  
solve cp#JBHO  
save 面力.sav |MFF7z{%  
.y@oz7T5  
] :BX!<  
fjs [f'L  
r[lF<2&*R  
aC%m-m  
?e,pN,4  
PYM(Xz$  
il:$sd  
h-Fn?  
(`sH3&Kl  
rdJ d#S
 
>rJnayLF  
_Jme!Oaa  
&?*V0luP)  
u%$Zqee  
ni<A3OB  
Z; A`oKd  
$!8-? ?ML  
0},PJ$8x  
&Nczv"TM  
K)Q]a30  
.zn;:M#T  
G-?d3n  
|aT| l^2R@  
t4-pM1]1_  
X&0 uI*r  
0Sgaem`  
~:3QBMk::  
BPdfYu,il  
1rkE yh??  
N1|$$9G+  
++V=s\d7  
20Z8HwQi  
\9/ b
!A  
; =X P&  
K9OY
ri^TQ  
tb$LriN  
> 3&: 5  
"87ghj_}  
~fT_8z  
!-,t'GF(  
#1c_evH  
w0C~*fn3l  
^Nmg07_R  
iv>SsW'p_  
il \$@Bn  
\'CDRr"uw  
4Rvf  
!kE-_dY6)  
o]p|-<I Q  

&g~ wS@  
new ^+m+zd_  
config fluid ;设置流体场 `p7&> BOA  
;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 u*#ZXW  
;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. E)9yH\$6  
def para_set Wf&W^Q  
  sw=2.00         ;河水水位，位于地面以上多少m (<Th=Fns?  
  ms=23.00        ;埋深，地表至隧道顶部距离m j`*#v  
  dd=6.00         ;盾构直径 Myq5b`z  
  rr=3.00         ;盾构半径 {!K-E9_,S  
  dx_bj=35.00         ;x边界距离 Z+StB15  
  dy_bj=60.00         ;y边界距离 }A:<%N  
  dz_sbj=ms+dd/2      ;z上边界，从原点算起(埋深+盾构半径) FA}_(Hf.[  
  dz_xbj=-(30.00+dd/2)  ;z下边界，从原点算起(30m+盾构半径) sqS=qC  
  hf_1=9.00              ;为了便于建模，将模型从9m处划分开 q=DN {a:  
  hf_11=-9.00            ;为了便于建模，将模型从-9m处划分开 _"#!e{N|  
  y_size=24            ;开挖方向分割为24段 YNBHBK4;  
  r_size=3            ;隧道半径分割为3段,n1 !E-Pa5s  
  rh_size=8           ;隧道四分之一弧上划分为8段,n3 Zb134b
'  
  rxy_size=4          ;1、2块radcyl中的n4. m/@<c'
i  
;设置流体参数 S>0nx ^P  
  fl_mod1=2e8         ;设置流体模量 W5'3$,X9  
  fl_dens1=1000       ;设置流体密度 @j4U^"_QB  
  fl_perm1=5e-7       ;设置渗透系数 H-xFiF  
;设置摩尔准则参数 Cb_oS4vM  
  soi_dens1=1.55e3    ;设置土体干密度 03iv
3/{H  
  soi_bulk1=25e6      ;设置土体体积模量 !2|=PB' M  
  soi_shear1=12e6     ;设置土体剪切模量 ,~);EC=`  
  soi_fric1=35         JMS(9>+TA  
  soi_coh1=2e3
\xUe/=  
  soi_tens1=1e4 u^j {U}  
end B:\Uw|Mf  
para_set zP;cTF(C  
toaYsiIkzW  
;划分网格 dna6QV>A  
;生成第1块 @Kgl%[NmX  
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   /2m?15c+  
gen zone reflect normal 0 0 -1  ;映射网格，生成第2块 LjH*rjS4  
;生成第3块 {q3H5csFq  
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 N7s'6(`=X  
;生成第4块 tL+OCLF;  
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 Fbp{,V@F2  
;生成第5块   62>zt2=  
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 Ol')7d&  
;生成第6块 C P3<1~  
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 3s>'hn  
;生成第7块   P N*JR  
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 4W#
E`9 6u  
group tunnel1 range cyl end1 0 0 0 end2 0 30 0 rad 3.0 KA276#  
group soil range group tunnel1 not  ;定义其他土体为soil组 gBf4's  
plot set rot 20 0 30 >z`,ch6~  
plot set mag 1.2 zj|/ CxV  
plot bl gr TbehR:B5g  
plot add axes yellow =U. b% uC  
;加位移边界条件 1'4J[S\cM  
fix x range x -0.1 0.1 e62Dx#IY  
fix x range x 34.9 35.1 pfd#N[c  
FIX y range y -0.1 0.1 {gKN d*[*  
fix y range y 59.9 60.1 &VBd~4|p  
fix z range z -32.9 -33.1 f):~8_0b  
;plot gpfix red sk   ;查看模型边界情况 Xm4CKuU@  
;摩尔准则 Ce'pis  
model mohr Sc]P<F7N]  
ini density soi_dens1 3[XQR8o  
prop bulk=soi_bulk1 shear=soi_shear1 fric=soi_fric1 coh=soi_coh1 tension=soi_tens1 SxjCwX">  
;流体参数 1KYN>s:  
model fl_iso a?
R[J==  
prop perm fl_perm1 F#{gf
h  
ini fdens fl_dens1 XTDE53Js&  
ini fmod fl_mod1 %o}(sShS  
ini sat 1.0 \NqEw@91B  
model fl_null range group tunnel1 w18RA#Zo/  
set grav 0 0 -10 %k0EpJE%  
;初始定应力和孔压设置,侧压力系数k0=1-sinQ=1-sin35 [ "xn5lE  
ini szz -403000 grad 0 0 1.55e4  ;ini szz (-(ms+rr)*10*soi_dens1) grad 0 0 10*soi_dens1 J@9}`y=K  
ini szz add -137e3 grad 0 0 0.45e4      ;10000*n*26+2*10000 4q$H  
ini sxx -171848.70 grad 0 0 0.661e4     ;1.55e4*k0,-171848.7=-1.55e4*k0*(26米) Uw<&Wm`'  
ini sxx add -137e3 grad 0 0 0.45e4   G]Jz"xH#  
ini syy -171848.70 grad 0 0 0.661e4 'ho{eR@d  
ini syy add  -137e3 grad 0 0 0.45e4 Q!M)xNl/  
ini pp 280000 grad 0 0 -10000 jFerYv&K~  
app nstress -20e3 range z 26 #'hLb  
fix pp 20000 range z 25.9 26.1 fRm}S>Nibb  
;记录点 +3,|"g::  
hist unbal t?^9HP1b_  
hist id=2 gp ydis 0 30 0 oH2!5;A|  
hist id=3 zone syy 0 30 0 uvA(Rn  
hist id=4 zone szz 0 30 0 nVD Xj  
;迭代初始平衡 oY`qInM_  
set fl off mech on \nqo%5XL  
solve :Au /2  
ini xdis=0 ydis=0 zdis=0 +@VYs*&&  
save initial_equivalence.sav nB5Am^bP  
hist fltime ,kgF2K!  
save initial_equivalence-fltime.sav <3hA!$o~  
;开挖30m L<(VG{)Z  
model null range group tunnel1 /9Ilo\M
dD  
;添加管片 Vj; vo`T  
sel shell id=1 range cyl end1 0 0 0 end2 0 30 0 rad 3.0 group tunnel1 not *T4<&  
sel node local xdir 1 0 0 ydir 0 -1 0 range x -0.1 0.1 a-n4:QT  
sel node fix lsys range x -0.1 0.1 {Ts:ZI+ 8d  
sel node fix x yr zr range x -0.1 0.1 e@F|NCQ.9  
sel node local xdir 0 0 -1 ydir 0 -1 0 range y -0.1 0.1 *(cU]NUH_  
sel node fix lsys range y -0.1 0.1 fn9#>~vrD  
sel node fix y xr zr range y -0.1 0.1 6(sIYZ2yq  
sel shell id=1 prop iso=(3.45e10,0.3) thick=0.35 density 2450 Poa?Ej  
set large   ;设置大变形 ,f: jioY  
;--------------------- z#<P}}  
def get_gp_maxydispyong  ;收索最大水平位移dxmax,y方向的最大位移，即为最大水平位移 S:Tm23pe  
   p_gp=gp_head A2x;fgi  
   dxmax=0.0        ;设置一个为0的初值，获得的节点y方向水平位移在支护压力《=1的情况，一般<0。 *rqm8z50a  
   loop while p_gp # null i=v]:TOu  
      dz3=gp_ydis(p_gp) AV@\ +0  
         if dxmax>=dz3 then sXl ??UGe  
             dxmax=dz3 ~_!ts{[E  
             xx=gp_xpos(p_gp) wAbp3hX  
             yx=gp_ypos(p_gp) #1$}S=8*f  
             zx=gp_xpos(p_gp)
ykq'g|  
             id1=gp_id(p_gp) r@T| e  
          endif =:h3w#_c  
      p_gp=gp_next(p_gp) {@M14)-x>_  
   endloop !W1eUY  
end bdV3v`  
;------------------------ vW' 5` %  
;def sup_stress  ;定义开挖面支护压力参数 <?$kI>Ot  
;     o_press=-308848.70         ;(-171848.70+-137e3),ini syy -171848.70 grad 0 0 0.661e4 gZ(O)uzv  
;      o_grad=11110.0           ;(0.661e4+0.45e4),ini syy add  -137e3 grad 0 0 0.45e4   #Y[H8TW  
;  loop lumda (10.0,1.0) Q:S\0cI0  
;      lumda1=lumda/10.0 ~,}
s(`~  
;      s_press=o_press*lumda1 FsCwF&/q  
;      s_grad=o_grad*lumda1 yBz>0I3  
;  endloop      ~q%  
;end {e]NU<G ,  
;循环流固耦合计算，开挖+渗流 p27p~b&  
def excav    ;一步开挖到30m gJ\%>r7h  
       n_step1=10 6b:DJ  
       o_press=-308848.70         ;(-171848.70+-137e3),ini syy -171848.70 grad 0 0 0.661e4 [Hcaw   
       o_grad=11110.0           ;(0.661e4+0.45e4),ini syy add  -137e3 grad 0 0 0.45e4   Vdvx"s[`m  
     loop lumda(1,n_step1) |l90g|is
J  
           lumda1=(11.0-lumda)/10.0 wL<j:>Ke[3  
           s_press=o_press*lumda1 T2bnzIi  
           s_grad=o_grad*lumda1 TC-f%1(  
        command J0Four#MD  
           apply nstress s_press grad 0 0 s_grad range cyl end1 0 29.99 0 end2 0 30.01 0 rad 3.0 R@r{  
           set fl off dE>v\0 3!8  
           set mech force 5e-4 'TEyP56  
           solve Riql,g/  
        end_command @;9()ad  
        command   umDtp\  
           set fl on 7b.U!Ju  
           solve age 14400         ;4*60*60=14400;计算4小时渗流 Ea`OT+#h(*  
        end_command rrQ0qg  
        command 3c 28!3p  
            get_gp_maxydispyong U5rxt^  
            print fish ,o&<WMD  
        end_command ?"@ET9  
        if dxmax<+1.6 then u[t>Tg2R  
             exit LrM}?9'  
        endif v_-ls"l  
        save lumda.sav yv${M u  
     endloop       }W "(cYN_  
end Za\RM[Z!I  

}'j
V/  
7l}~4dm2J  
;设置显示 0=m&^Jpp  
;create disp1 mcMb*?]  
;plot set back white #D:RhqjK  
;plot set rot 20 0 30 (^S5Sc=  
;plot set mag 1 /s-d?  
;plot add axes yellow P`!Ak@N  
;plot bl gr s<{GpWT8  
;plot add contour disp out on   ^@ UjQ9[>  
;plot show Ak|b0l>^  
3ExVZu$