添加线型样式(形名对应的形状)

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1、*YJHLJD可流阶地（一级）-A,2,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75*EJHLJD河流阶地（二级）A,2,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,0*SJHLJD河流阶地（三级）LJULJULJULJULJULIIIJULJULIIIIJULJULJULJULJUA,2,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,sx,sx.shx,x=0.001,y=-1.5,s=

2、0.75,0*CG,冲沟一A,2,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75*PLG,坡立谷A,2,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,5*RSWD,溶蚀洼地A,3,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75*RC,溶槽亠亠&亠亠亠占亠丄亠亠“亠亠A,1.5,0,sjx1,sjx1.shx,x=1.5,y=-0.95,3.5RG,溶沟A,3,0,sx,sx.shx,x=0.001,y=0,s=0.75,r=225,0.0000001,sx,sx.s

3、hx,x=0.001,y=0,s=0.75,r=135,0*ZRS钟乳石A,5,sx,sx.shx,x=-3,y=6,r=90,s=3,0.01,sz,sx.shx,x=-4,y=7.2,3*SS石笋丄i丄i乂丄丨&A,5,sx,sx.shx,x=7,y=6,r=90,s=5,0.01,sz,sx.shx,r=180,y=-1.2,3*SZ石柱A,5,sz,sx.shx,x=-4,y=7.2,0.1,sx,sx.shx,x=7,y=6,r=90,s=5,0.01,sz,sx.shx,r=180,y=-1.2,3*AD,暗洞A,1,0,sx,sx.shx,x=0.001,y=-1.5,s=0.7

4、5,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,-2*FSCQ风蚀残丘A,2,0,sx,sx.shx,x=0.001,s=0.75*FSWD风蚀洼地-丄丄丄丄丄丄丄丄丄-A,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,-2*SKZZDAX水库最终塌岸线A,5,sx,sx.shx,r=45,y=-1.4,x=-1.42,0,sx,sx.shx,r=135,1*DNDTXX多年冻土下限JJA,4.5,sx,sx.shx,r=135,x=1.4,y=1.42,0,sx,sx.shx,r=45,x=2.8,-2.8*DNDTSX多年冻土上限、A,

5、4.5,sx,sx.shx,r=45,y=-1.4,x=2.4,0,sx,sx.shx,r=135,x=3.8,1,-2.8*HCDXB厚层地下冰A,0.5,STANDARD,s=1.5,y=1.2,0,sx,sx.shx,y=3,r=90,x=1.5,0.1*GG,干谷A,3,-1t_._.t.IIIIIIIIIIIIXIIIIIIITIIIIIIIIIIIIIIIIIIIIIIII*DMLF,地面裂缝二A,2,0.01,sx,sx.shx,r=90,s=2,y=1.5,x=2,0,sx,sx.shx,s=0.75,y=-1.5,x=-1*TDDMLF推断地面裂缝A,1,0,sx,sx.sh

6、x,x=1,y=1,r=90,0.01,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,-1*dftkx,大幅地质图图框线A,5,0*tkx,图框线A,5,0*dcx,断层线A,10,-4*dmjx,地貌界线A,5,0*tcdcfjx,推测的地层分界线A,5,-2*bzhjcx,不整合接触线A,0.001,GZBZH,XX1.shx,x=1,-2*dcfjx1,地层分界线1A,0.000001,DOT,geology.shx,s=.35,x=-0.000001,-2*dcfjx2,地层分界线2*tsytfjx,不良地质特殊岩土分界线-xx-xx-xx-A,3,-2,tsyt

7、fjx,tsytfjx.shx,s=1,y=0,r=1,-3*dxswx,地下水位线一.一.A,3,”,LZ_PMT_LINE,s=0.5,x=0.4,y=-0.4,-2*ycfhdfjx,岩层风化带分界线一.一一.A,8.5,”,LZ_PMT_LINE,s=0.5,x=0.8,y=-0.4,-3,8.5*gcdffqjx,工程地质分区界线A,10,”,LZ_PMT_LINE,s=0.2,x=0.8,y=-0.2,-1,”,LZ_PMT_LINE,s=0.2,x=0.8,y=-0.2,-1,”,LZ_PMT_LINE,s=0.2,x=0.8,y=-0.2,-2*jsdfjx,地震动峰值加速度分

8、界线（土）-A,15,BRACKET,geology.shx,s=1,-2.5,DOT,geology.shx,s=.1,-2.5,BRACKET,geology.shx,s=1,r=180,15*pxbzh,平行不整合A,2.5,0,-,LZ_PMT_LINE,x=-1.5,y=-1.2,s=0.75*jdbzh,角度不整合A,2,0,”,LZ_PMT_LINE,s=0.2,x=-1,y=-0.8*yxdl,压性断裂一A,22.5,chi,chi.shx,x=0,r=0,s=1,2.5,chi,chi.shx,x=0,r=0,s=1,2.5,chi,chi.shx,x=0,r=0,s=1,2

9、2.5*zxdl,张性断裂11A,25,sx,jt.shx,25*nxdl,扭性断裂A,25,sx,jt.shx,25LLL*ynxdl,压扭性断裂A,25,sx,jt.shx,s=1.333,r=150,y=-3.67,0.1,sx,jt.shx,s=1.333,r=150,x=2.4,y=-3.67,0.1,sx,jt.shx,s=1.333,r=150,x=4.8,y=-3.67,24.8*znxdl,张扭性断裂A,25,sx,jt.shx,s=1.333,r=150,y=-3.67,25*ndc,逆断层A,25,chi,chi.shx,x=0,r=0,s=1,2.5,chi,chi.s

10、hx,x=0,r=0,s=1,25A,45,-25,XMARK,geology.shx,s=4,-25,45*sx,实线A,5,0,5,0*xx,虚线A,15,-2*dhx，点划线A,5,”,LZ_PMT_LINE,s=0.5,x=0.8,y=-0.4,-3*yxx,虚线A,1.0,-1.0A,24,-3,6,-3*ACAD_IS009W100,ISOIong-dashdouble-short-dashA,24,-3,6,-3,6,-3*ACAD_ISO1OW1OO,ISOdashdot_._._._._._._.A,12,-3,0,-3*ACAD_ISO11W100,ISOdouble-da

11、shdot.A,12,-3,12,-3,0,-3*ACAD_ISO12W100,ISOdashdouble-dot_._._._.A,12,-3,0,-3,0,-3*ACAD_ISO13W100,ISOdouble-dashdouble-dot.A,12,-3,12,-3,0,-3,0,-3*ACAD_ISO14W100,ISOdashtriple-dot_._._._A,12,-3,0,-3,0,-3,0,-3*ACAD_ISO15W1OO,ISOdouble-dashtriple-dot.A,12,-3,12,-3,0,-3,0,-3,0,-3*ahlx,A,7.5,-3*tczdc,推测

12、正断层IiA,6.25,chi,chi.shx,X=0,Y=0,S=1,R=0,2.5,chi,chi.shx,X=0,Y=0,S=1,R=0,6.25,-2*tcndc,推测逆断层Ii11A,6.25,chi,chi.shx,X=0,Y=0,S=1,R=0,2.5,chi,chi.shx,X=0,Y=0,S=1,R=0,6.25,-2*tcpydc,推测平移断层A,15,-2*tcyxdl,推测压性断裂111A,5,chi,chi.shx,X=0,Y=0,S=1,R=0,2.5,chi,chi.shx,X=0,Y=0,S=1,R=0,2.5,chi,chi.shx,X=0,Y=0,S=1,R

13、=0,5,-2*tczxdl,推测张性断裂1111A,7.5,chi,chi.shx,X=0,Y=0,S=1,R=0,7.5,-2*tcnxdl,推测扭性断裂-一-A,7.5,chi,chi.shx,X=0,Y=0,S=1,R=0,7.5,-2*tcynxdl,推测压扭性断裂宀“-“-八A,5,chi,chi.shx,X=0,Y=0,S=1,R=315,2.5,chi,chi.shx,X=0,Y=0,S=1,R=315,2.5,chi,chi.shx,X=0,Y=0,S=1,R=315,5,-2*tcznxdl,推测张扭性断裂铁一院水位线A,7,-1.5,”,铁一院风化线A,7.75,-1.5

14、,7.75,-1.5,LZ_PMT_LINE,s=0.05,x=0,y=0,-1.5*wdsw,洼地水文丄丄JL_LUL_LJL_LULUA,10,0,sx,sx.shx,x=0.001,y=0,s=0.75,s=4.5,10*bzhjcx2,不整合接触线（项目管理）A,0.01,LZ_PMT_LINE,r=0,s=5,x=0,y=-4,-2.5*DCBJ断层边界线A,1.5,0,dcJT,dcJT.shx,x=3,y=0,R=180,S=2,1.5*rd,溶洞丫rtttttt1tA,2,0,rd,ltypeshp.shx,x=0.12,s=2,r=180,4*td,土洞A,2,0,td,lt

15、ypeshp.shx,x=1,y=-0.4,s=1,1*yhsj,液化上界A,6,LZ_PMT_LINE,s=2,r=45,y=-5.5,1.4,LZ_PMT_LINE,s=2,r=45,y=-5.5,1.4,LZ_PMT_LINE,s=2,r=45,y=-5.5,6*yhxj,液化下界力-於澎-A,6,LZ_PMT_LINE,s=2,r=225,y=5.5,1.4,LZ_PMT_LINE,s=2,r=225,y=5.5,1.4,LZ_PMT_LINE,s=2,r=225,y=5.5,6*zdc,正断层A,25,chi,chi.shx,x=0,r=0,s=1,2.5,chi,chi.shx,x

16、=0,r=0,s=1,25*pydc,平移断层一A,5,0,5,0*swdzfqjx,水文地质分区界线A,5,5*swdzyqjx,水文地质亚区界线一A,5,-5*1I人丿11|hA*fsljx,分水岭界限A,5,sj,ksj.shx,s=1,7,sj,ksj.shx,r=180,0.1*ycfjx,岩层分界线A,0.001,ycfj,ycfj.shx,s=0.5,y=0,-2*kqghkcjx,矿区规划开采界线A,5,-2,kqghkcjx,kqghkcjx.shx,s=0.7,y=0,r=0,-3,5rtMweI4MH*!kh*1*ckqjx,采矿区界线A,5,-2,ckqjx,ckqjx

17、.shx,s=0.5,y=0,r=0,-3,5*gcdzfqjx,工程地质分区界线A,5,-1,丄Z_PMT_LINE,s=.1,x=0,y=-0.1,-1,”,LZ_PMT_LINE,s=0.1,x=0,y=-0.1,-1,”,LZ_PMT_LINE,s=0.1,x=0,y=-0.1,-1,5*dzdfzjsd,地震动峰值加速度LJa,5,-0.2,jsdfjx,jsdfjx.shx,s=.4,y=0,r=1,x=1,-2.3,5*bldzjx,不良地质界线-X-X-X-X-X*dcgd,断层观测A,2,0.001,dc,dc.shx,x=0.001,y=0.2,s=0.75;ISO128(

18、ISO/DIS12011)linetypes;ThesizeofthelinesegmentsforeachdefinedISOline,is;definedforanusagewithapenwidthof1mm.Tousethemwith;theotherISOpredefinedpenwidths,thelinehastobescaled;withtheappropriatevalue(e.g.penwidth0,5mm-ltscale0.5).*ACAD_IS002W100,ISOdashA,12,-3*ACAD_ISOO3W1OO,ISOdashspace_A,12,-18*ACAD_ISOO4W1OO,ISOIong-dashdot._A,24,-3,0,-3*ACAD_ISOO5W1OO,ISOIong-dashdouble-dot.A,24,-3,0,-3,0,-3*ACAD_ISOO6W1OO,ISOIong-dashtriple-dot.A,24,-3,0,-3,0,-3,0,-3*ACAD_ISOO7W1OO,ISOdotA,0,-3*ACAD_ISOO8W1OO,ISOIong-dashshort-dash