ࡱ>   !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLMVOPQRSTU]WXYZ[\Root Entry FfpISummaryInformation(DocumentSummaryInformation8xWordDocument. Oh+'0   $,4<VnSwؚI{Yef[Ջ zՋ'Y~_o(u7bNormallil2@)@{oI 9<WPS Office_10.1.0.7400_F1E327BC-269C-435d-A152-05C5408002CA՜.+,D՜.+,HPXt|  Microsoft<! (\dlKSOProductBuildVer2052-11.1.0.101320TableNData WpsCustomData P4KSKS.|ETe  $ h[ ZPYA  VnSwؚI{Yef[Ջ zՋ'Y~ z Ty0W(NN zNx12387 ,{NR z'`(Nvh N0 z'`(Nyrp 0W(NN/f0W(] zNGS,g NNvNc[  z :_wƋ(W0W(]\O-Nv^(u0,g ze(W.^R0W(] zNNvf[uhQbNNNNvsQvh cؚf[u(WNNvsQPgeebvRT͋GlhRNSRekv틙Q\OR :Nf[uf[`N0t㉌TO(uNNb/gcOOwcv_09ei_>eNeg mYNAmT] zegY SRNNVEOTbbVY] zNSNYV TLۏLS4YNfNbNAmNN NNNXTb/gLyvKfGSNSxvzu YՋ mSNN틹ebvՋ @bNccN[vNN͋GlThe_0a틄vNNe.sT(ueۏLNNezvQ\O/f^8^ g_v ُ_N/fOo`eNThQtSv_6qBl0 N0 zvhNW,gBl Ǐ,g zvf[`NۏNekcؚf[uv4ls^ ;Ncؚf[u(WNNebvt㉌TQ\O4ls^0 Ǐ,g zvf[`N ^gf[u0RY NBl 1.ccNN͋Gl1000*N]S 2.NNN틄vW,gyrp ;NN㉇eSOyrpT~gyrp 3.N8^(uvybSW 4.v^t0W(] zNN틇e.s 5.q`NN틄vTыb] [N,NN틇e.s(W_[NSevW@x NыbS_v-Ne 6.RekN㉌Tccybev틙Q\Ob] SbhNr T0XdNsQ.͋0ckev~~I{Q\Oel0RekwQ gNNezv틙Q\OR0 N0N,gNNvQN zvsQ| ,g z/f(Wf[['Yf[W@x0NNW@xT;NNN zvW@x N_vNc[  z Blf[u_{wQ g}YvW@x4ls^0 ,{NR 8hQ[N8hvh (WYePgTzveMR Blf[uHQf[`Ne-Nvu͋ yr+R/fNNUS͋ QۏLrz (W[v^tT [gqYePg-NvSыeQ!ktv^~ck]v v^~bQ]vSV0 1.Chapter 1 Civil Engineeringf[`NTƋW(g] z0~g] zI{v[INTvsQQ[TNNUS͋0 cclNN틄vyrp`!   eSOyrp0 2.Chapter 2 New Building Structure: N㉢~g0ؚB\^Q{T~g^\'`v[INTyrp q` gsQNNUS͋ cclNN틄vyrpa!   ͋Glyrp0 3.Chapter 3 Structure MaterialstW(g] zPge0K{mQWTmQWEN'`v[INTyrp q` gsQNNUS͋0 cclNN틄vyrpb!   ~gyrp0 4.Chapter 4 Mechanical Behavior of MaterialstPgeRf[0Pge^RT^SsQ|T^RK{mQWv[INTyrpv^cc gsQNNUS͋0 f[`Nv^cclNNыb]`!   i 5.Chapter 5 Load and Design ProcessN~gvSt00WTw}v\O(uTlv gsQ[INTyrpTUS͋0 f[`Nv^cclNNыb]a!   ыvǏ z 6.Chapter 6 Construction EngineeringNmQW] z^Q{0^Q{Yv gsQyrpTUS͋ cclNN틄vыb]b!   ͋IN_3u 7.Chapter 7 Hydraulic StructuresN4l]^Q{ir'Y]W04l)R] z0/nS vyrpTUS͋ cclNN틄vыb]c!   ͋ϑXQ 8.Chapter 8 Bridge Engineeringf[`Nehh] zehh0ehh N~g0ehh9e^ v gsQQ[v^cc gsQUS͋0 cclNN틄vыb]d!   ͋{|lbc 9.Chapter 9 Structure Analysis and Computer ApplicationNe-N~gRgT{:g^(uebvQ[v^cc gsQUS͋0 cclNN틄vыb]e!   bRlbc 10.Chapter 10 Soil Mechanics and Foundationt㉌Tcce-NWRf[TW@xebvQ[T gsQUS͋ cclNN틄vыb]f!   ͑ Yыl 11.Chapter 11 Highway DesignNlQebvW,gQ[v^cc gsQUS͋0 cclNN틄vыb]g!   Sы 12.Chapter 12 Traffic Engineering and Urban Transportation PlanningN㉤N] zTW^ЏĉRebvQ[ v^q` gsQUS͋0 cclNN틄vыb]h!   yrkSWvыl1 13.Chapter 13 Environment EngineeringNe-N gsQsX] zv gsQQ[v^cc gsQUS͋0 cclNN틄vыb]h!   yrkSWvыl2 14.Chapter 14 Heating and RefrigerationQ[ N\OBl cclybevQ\O`!   eSOO 15.Chapter 15 Air-conditioning and VentilatingQ[ N\OBl0 cclybevQ\Oa!   hNr T 16.Chapter 16 Emerging Role of Management in Civil EngineeringNW(g] z{tv gsQQ[v^q` gsQUS͋0 cclybevQ\Ob!   XdNsQ.͋ 17.Chapter 17 Construction Planning and EstimatingeQ[ N\OBl0 cclybevQ\Oc!   ckev~~NQ\O 18.Chapter 18 Real Estate and International ConstructioneQ[ N\OBl0 f[`NlybevQ\Od!   ~0"TSe.s0 ,{ NR gsQfN[eBl N08hvRB\!kBl ,g'Y~(W8hvh-N cgq Ƌ 0 t 0 ^(u N*NRB\!kĉ[vQ^0RvRB\!kBl0T*NRB\!k:NۏI{~sQ| T_{^z(WMRvW@x N vQ+TIN/f ƋwSN,gNNvNNW,geUS͋0i_TvsQQ[vh0NN틄vыb]TNN틄vQ\OǏ z0f[[,g zT BlƋ1000*N]SvW,gNN͋GlTe-NNN틄vыb]TevQ\OǏ z0 tz)Rvv^ gcknxvt/fؚB\!kvBl0 ^(uwQ gcknxvNNыTN[vNNeQ\OR/fؚB\!kvBl0(Wf[[,g zT f[u^wQ gN[vNNыTQ\OR0 N0YePg N c[YePg 0W(g] zNN 0 O0Y=NN SN'Yf[QHr>y 2010. N SYePg 1. 0W(g] zNN 0,{NHr ς\RS TNm'Yf[QHr>y 2011. 2. 0W(g] zNN 0,{NHr cey NWS'Yf[QHr>y 2011. 3. 0eW(g] zNN 0 NgNN WSN'Yf[QHr>y 2000. N0f[elc[ ,g zNYePgW,gQ[:NYef[;N~ N'Y~-N@bcQv͑pf[`NQ[:NYef[;NSOQ[ NYe^ zc[\O_[ f[uPRYePgTQ~ۏL;Nf[`N:N;N Bl[ zvW,gwƋۏLt㉌TRekcc0(WTgf[`NǏ z-N f[uNTz~`N\ON:Nf[`N͑p SNPRQ~Yef[DnI{sNSRYef[KbkۏLvsQf[`N0 N (W_Yc[YePggNzKNMR HQ'Y~-N gsQُNzv8hwƋpS[wƋpvRB\!kBlT8hvh NO(WYePgeZP0R_-N gpe gv>ew0 N YePge N_Yk~ Scre Ɩ-N|R }YtvQW,gQ[ cc,g-Nvlp0ccTQ\Ov gsQb] ccN[vb]T SS_R_v^ Necؚf[R0  N [bfN-N\ONTS_v[~`N/ft0mST]V@bf[wƋ0W{QRg0㉳QScؚRv͑s (WZP~`NKNMR ^wYePg c8hvh@bBlv N TB\!k ccYePgQ[ Bl(WZP[~`NKNTQ wT{Hh ~bQ]vSV@b(W (W~`NǏ z-N[@bf[wƋۏLTtv]VNS%c l͑tT|[ETwQSOwQSORg0 V0[>yORf[vBl N ^qwՋ'Y~[ zcQv;`BlTTzvwƋp N ^ccTwƋpBl0RvRB\!k v^m;Rt[TwƋpv8hvh  N [e ^NՋ'Y~:NOnc c[vYePg:NW@x V [e ^[f[`NelۏLc[ [c!P"wYePg ;NRNS.^R O`]f["vel0 N [e lazQ͑p [ucQv N gsST{ yg/TS_[0 mQ la[^RvW{Q yr+R/ff[RvW{Q _[uekf[Orzf[`N (Wf[Ǐ z-NUNcQ Rg ZPQ$Re ㉳Q0 N OuNՋvfNRB\!kؚNO$N N[hQ/fNVN (WT*NRB\!k-NOX[(W@w N T^vՋ0 kQ Rf[[eagN0 1.oN gSы[bёq\͋80 2.lxNeYZSOYe[0 3.Yef[NXTBlwQ g0W(] zNNwƋ NW@x}YvYe^c0 4.8hNXTBlċNXTwQ g0W(] zNNwƋ0 5.{tNXTBl{tNXTq`Yef[{t]\O0 ]N ,g zqQ4*Nf[R ^[c;`e72f[e wQSOeRMY N z!kQ[f[e,{NzW(g] z4,{Nzev^Q{~g4,{ Nz~gPge4,{VzPgevRf['`4,{Nzw}TǏ z4,{mQz^Q{] z5,{Nz4l]^Q{ir5,{kQzehh] z5,{]Nz~gRgT{:g^(u5,{ASzWRf[TW@x7,{ASNzlQ5,{ASNzN] zTW^ЏĉR5,{AS NzsX] z5,{ASVzl2,{ASNzl2,{ASmQzl2,{ASNzl2,{ASkQzl2T72 N0sQNb8hՋvr^ĉ[ N ,g'Y~Tz@bc0RvQ[T8hvh/fՋQ[0Ջv0Rz S_zQ͑p0 N ՋwS[ N TRB\!kv[SOkO'Y/f Ƌ :N 10 %0 t :N40%0 ^(u :N 50%0  N Ջf z^^Ttf0f00vkO:N23320 V kNՋwS-N T{|8hp@b`SkO~:N͑p`S65% !k͑p`S25% N,`S10%0 N Ջ{|WN,R:N1.US͋bwыыIl0Ilы 02.SP[ыыIl 03.Ntezv^[bSP[kXzz 04 weыыIl 0 mQ0W:yO N US͋bwыIl0Ilы  1.pre-tensioned method 2.grout 3.flesural member 4.Rw͑:g 5.s^0W:g 6.T[ N SP[ыыIl  1.Soil is usually composed of three phases: solid, liquid, and gas.  N Ntezv^[bSP[kXzz Soil is usually composed of three phases: solid, liquid and gas. The mechanical properties of soils depend directly on the interactions of these phases with each other and with applied potentials... Fill in the blanks with the information given in the passage.9hncezQ[kXzz0 1. The liquid phase  soils is commonly composed water containing various types amounts of dissolved electrolytes. V weы(ыIl) The main problem in the design of the foundations of a multi-story building under which the soil settles is to keep the total settlement of the building within reasonable limits, but specially to see that the relative settlement from one column to the next is not great. In practice, limiting equilibrium method are used in the analysis of slope stability. It is considered that failure is on the point of occurring along an assumed or a known failure surface. The shear strength required to maintain a condition of limiting equilibrium is compared with the available shear strength of the soils, giving the average factor of safety along the failure surface. "$.<JV`jln Ͽ}neZO@2OJQJo(^JaJKH\B*phOJQJo(^JaJB*phQJ^J5B*phQJ^J5B*phQJ^JB*phCJQJ^JaJ5B*phCJQJ^JaJ5B*phOJQJ"CJ PJo(aJ 5mH sH nHtHCJ o(aJ 5mH sH nHtHCJ o(aJ 5CJ o(aJ 5mH sH nHtHCJ o(aJ 5CJ o(aJ 5mH sH nHtHCJ o(aJ 5CJ o(aJ 5CJ o(aJ 5 h   b d 2 4 V ɾvlbXOH?B*phQJ^J QJ^JaJB*phQJ^JOJQJo(^JaJOJQJo(^JaJOJQJo(^JaJOJQJo(^JaJB*phQJ^JB*phQJ^JOJQJo(^JaJOJQJo(^JaJB*phQJ^JQJ^JQJ^JQJ^JB*phQJ^J5B*phQJ^J5B*phQJ^JOJQJo(^JaJOJQJo(^JaJKH\OJQJo(^JaJ    , . prǾxmbWLA6B*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phCJQJ^JaJ5B*phCJQJ^JaJ5B*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J5B*phQJ^J5B*phQJ^JB*phQJ^J QJ^JaJB*phQJ^JZ\68fh(*Ƚ{peZOD9B*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJFHvx,.&(Ƚ{peZOD9B*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJ(VXRT jl24Ƚ{peZOD9B*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJ4 @Bz|~Ƚ{paRI>3B*phQJ^J5B*phQJ^J5B*phQJ^JB*phCJQJ^JaJ5B*phCJQJ^JaJ5B*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJB*phQJ^JaJVX "XZ:<>@NPǼxof]TKB9B*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J$B*phQJo(^JmH sH nHtHB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J5B*phQJ^J5B*phQJ^J5 QJ^J\ QJ^J\ QJ^J\ QJ^J\ QJ^J\ QJ^J\OJQJo(^J\OJQJo(^J\468HJ` b !!"""##:#<##ûwlaVLB8OJQJo(^J\OJQJo(^J\OJQJo(^J\B*phQJ^J5B*phQJ^J5B*phQJ^J5OJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^JOJQJo(^JB*phQJ^J5B*phQJ^J5B*phQJ^J5B*phQJ^JB*phQJ^JB*phQJ^J####$ $p$r$$$f%h%|%~%%%%%%&0&2&^&ù}ume]UME=OJQJo(\OJQJo(\OJQJo(\OJQJo(\OJQJo(\OJQJo(\OJQJo(\OJQJo(\OJQJo(\OJQJo(^JOJQJo(^JOJQJo(^JOJQJo(^JOJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^J\^&`&&&&&&&&&&&&&&&&&&&&&xof]TKB9B*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J$B*phQJo(^JmH sH nHtHB*phQJ^JOJQJo(\&&&&&&&'' ' ''''"'('*'8':'<'@'F'H'xof]TKB9B*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JH'P'R'T'X'^'`'j'l'n'r'x'z'''''żypg^UB-(B*phPJQJo(^JmH sH nHtH$B*phQJo(^JmH sH nHtHB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J(B*phPJQJo(^JmH sH nHtH$B*phQJo(^JmH sH nHtHB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J(B*phPJQJo(^JmH sH nHtH$B*phQJo(^JmH sH nHtHB*phQJ^JB*phQJ^J''''''''''''''''''ȳ|g^ULC0$B*phQJo(^JmH sH nHtHB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J(B*phPJQJo(^JmH sH nHtH$B*phQJo(^JmH sH nHtHB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J(B*phPJQJo(^JmH sH nHtH$B*phQJo(^JmH sH nHtHB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J''''((( (((( ("(&(.(0(4(6(ƳzgRI@7.B*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J(B*phPJQJo(^JmH sH nHtH$B*phQJo(^JmH sH nHtHB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J(B*phPJQJo(^JmH sH nHtH$B*phQJo(^JmH sH nHtHB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J(B*phPJQJo(^JmH sH nHtH6(8(<(D(F(J(L(N(R(Z(\(`(b(d(h(p(r(v(x(z(~(((xof]TKB9B*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J(((((((((((())|)~)))**ɶxne\RH>4OJQJo(^J\OJQJo(^J\OJQJo(^J\OJQJo(^J\B*phQJ^JB*phQJ^JOJQJo(^J\OJQJo(^J\B*phQJ^J5B*phQJ^J5B*phQJ^J(B*phPJQJo(^JmH sH nHtH$B*phQJo(^JmH sH nHtHB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^JB*phQJ^J*2*4**********\+^+++++++L,N,Z,ö~vng_WOG?OJQJo(^JOJQJo(^JOJQJo(^JOJQJo(^JOJQJo(^J OJQJ^JOJQJo(^JOJQJo(^JOJQJo(^JOJQJo(^JOJQJo(^JB*phOJQJo(\B*phOJQJo(\OJQJo(^JB*phOJQJo(^JB*phOJQJo(\B*pho(5B*pho(5B*phQJ^JQJ^JB*phQJ^JB*phQJ^JZ,x,z,|,,,... .....//`/l///////ĽwogWLE=OJQJo(^J OJQJ^JB*phOJQJ^JB*phOJQJo(^JaJ\OJQJo(^JOJQJo(^JOJQJo(^J>*OJQJo(^JOJQJo(^J>*OJQJo(^JOJQJo(^J>*OJQJo(^JOJQJo(^JOJQJo(^J OJQJ^J OJQJ^J OJQJ^JOJQJo(^J OJQJ^JOJQJo(^J OJQJ^JOJQJo(^J OJQJ^J///J0T0001112222j3l34444»wgB*phOJQJo(^JaJ\OJQJo(^J OJQJ^JOJQJo(^J OJQJ^JOJQJo(^J OJQJ^JOJQJo(^J OJQJ^JOJQJo(^J OJQJ^JOJQJo(^JOJQJo(^J OJQJ^JOJQJo(^J OJQJ^JOJQJo(^J OJQJ^JOJQJo(^J$ln  d u dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dha$$WD2`2dha$$VD^WD` dha$$WD` 4   . r~s dhWD` dhWD` dhWD`dha$$ dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` \8h*Hx{ dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD;`; dhWD` dhWD` x.(XT{ dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` l4B|~~dha$$ dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` X"Z@Px dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dha$$WD` 68Jb !""#<##u dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD`dhVD^WD` dhWD` dhWD` dhWD` dhWD` ## $r$$h%~%%%&2&`&yhdha$$G$H$WD,v`vdha$$G$H$WD,v`vdha$$G$H$WD,v`vdha$$G$H$WD,v`vdha$$G$H$WD,v`v dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` `&&&&&dha$$WD`$Ifdha$$WD`$Ifdha$$WD`$If dhWD`&&&&&\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 &&&&&\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 &&&&'\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 '' '' '\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5  '"'*':'>'\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 >'@'H'R'V'ZH<*dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 V'X'`'l'p'\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 p'r'z'''\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 '''''\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 '''''\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 '''''\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 '''( (\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5  ( (( ($(\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 $(&(0(6(:(\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 :(<(F(L(P(\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 P(R(\(b(f(\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 &66666666 0@P`p6666 0@P`p 0@P`p 0@P`p 0@P`p 0@P`p 0@P`pF@Fcke a$$1$CJKHmH sH nHtH_H$A@$؞k=W[SONi@Nnfh'V'p''''' ($(:(P(f(|((()/4/0123456789:;<=>?@ABCDEFGHIJKLM|Gz Times New Roman-[SO;Wingdings?4 z@Courier NewVnSwؚI{Yef[Ջ zՋ'Y~_o(u7blil QhJg'9 <!Z&!),.:;?]}    & 6"0000 0 0 00000 =@\]^([{  0 0 00000;[P)?J2    y>&'DVIzv  fi&,p:}4 MDKP(N,ex E)"i"L$& 'jh'B)F)]Y)3,)d- 00 ;0\083T3Q`5i5?7G8t9 :cN;a=1=J= ??@ DIOD|kFCHFHH2EIBL ODO)ROnZP7QNQ:R]Rc]wm^{z^#"_-a7c-e4ecevfg]gh|jQm].mnnndoUq #rTsvn%vxwLMxhxJ1-oA k4M4XJyuCx(zVegdt3m=xP75#1\\R.\4mZv H3Y@39Tz  zzUEgx1A5x:gL cazY'O pyDp^U>!`!(o&et0@MI=l>.[B[YM*OF#m:| 'M:=^U0#s;~h c {$0$%x)?,\,U- 1I2)2qn4x4 p4g}55y7Pq}8Zj:=-;[;BGn~FW@LPUOH RbW"\KP9]KP_cT`vc[`](@c,qdkKe_e{Wf{f(h(r(x(|(\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 |(~((((\J>,dha$$WD`$If dha$$$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 ((((\J8dha$$WD`$Ifdha$$WD`$If$$If:V TT44l44l0F      5 5 (((()~))mbWLA6 dhWD` dhWD` dhWD` dhWD` dhWD`$$If:V TT44l44l0Z0 515 )****^+++N,z,../vk dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD` dhWD`dha$$WD` dha$$G$H$WD` dhWD` dhWD` //14 dhWD` dhWD` dhWD`,. A!#"$%S2P18fgoShfh:|ksl#o= q7(zrNr!x@1x\z3 q{sO|)