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fila»we: lb.wt <br />terovd landtill <br />70t of refuse over 90 fear of .ell ever brdroek <br />•ail )fee iW.1t it end <br />OoDry. 11111 <br />rrfue IN•t�•wtr •,+d K•vren)i•n. Iffe1 <br />rue• -11 r.l17 Pef <br />elves Ai-ey, • Mev •lab a •nue <br />NCE • .. heu.ke ..Gni tud.: <br />Per Mr., need to •c•1• ret! •cc•1 e[•tlen to O.lfp <br />.•••.••...................... I ....................... <br />• SHARE •• A COMPUTER PAOGRAM FOR CARTNOUAKE RESPONSE <br />ANALYSIS Or HORIZONTALLY LtYERFA SITES <br />by: P.r B. ScMeb.l a JoM L,- •• 1:70 <br />. <br />............. .........................•-................ . <br />ehek•IS I9H-PE -.1- <br />rslsn of SHARE <br />• by: S.S. 1williel Lot. January IM <br />a M keel Mev sedul u• tedueaf en e s for eleys added• <br />• uainv t •ulas trove Sun .1 . 119 <br />901 <br />lry: J. I. Sun 6 Aes.in Gol•sorkAi <br />rebrurry ]6. 1191 <br />• SNAREfO/f 1: Adjvst I. rt itarat len; Input nor !s eitAer <br />• th.x or wax V4; up [o I1 ater101 typos can •. <br />• De •Decllied bf user: up to SO Layers can <br />be •P..iti.d; ebJeca weal on ren M r••d !n <br />• )roe a ..Perot• file end cul )+ave user <br />• .petit leA toewea; Dl[lrrant period• far <br />• eepen•• •Peetr•1 e•leulstions; option. <br />• • r•nuo:b•rw: •n0 1•nar•1 .Ieenup <br />• by: J. 1• Sun. Idrfee 6 P. Olrrin <br />• June 1990 . I..-. If91 <br />• <br />........................................•_--•----___-.' <br />SmX"I v Gen•rel el••nup •nd Tins7lr•tl On of lnwt/ <br />• waw! fon.•! .. etc <br />• by: 1. M. !dries <br />.............. arexb.:.:ff[................................ <br />MAX. AMBER OF TERNS IN FOUAIR TRANSFORM 4016 <br />NECESSARY LENGTH OF BLANK CONIOR A • 35611 <br />1 ...... OPTION I •.. REVD RELATION BE74EI7p SOIL Pitopw3t5 AND STRAIN <br />.......•.............. <br />At <br />TYPE RD.11 <br />M '.T "0•• • <br />71, 11 N STE✓G/O:ux CURVE, e.ovl< 6 R.var•nj3sn 11!09) <br />CURVE n0. 12; Ill STL DAMPING CURVE - Mets. ovlr 6 14Va renjlen 11!)81 <br />CURVE no.21 CURVE "0.11 <br />STM IN G/px•x STRAINDAMPING <br />........ ....... ........ ...... <br />.0061 I.-61 .001] I.1. <br />.000a <br />1.000 <br />.0003 <br />1.77 <br />.Ba 10 <br />1-000 <br />.0010 <br />1.50 <br />Gala <br />990 <br />Goll <br />4. <br />.0300 <br />.103 <br />.0100 <br />I.S.9 <br />.0316 <br />.919.0)16 <br />.00ao <br />8.17 <br />•3000 <br />.09E <br />.1000 <br />11.93 <br />.7160 <br />.655 <br />.3160 <br />17.63 <br />1.0000 <br />.316 <br />1.0000 <br />21.12 <br />).1600 <br />.130 <br />3.1600 <br />2S.11 <br />•MATERIAL•M E•NO.30•• / �%O�� <br />CURVE NO. 1f: G.... <br />QNIAT ION OF HOCK AVERAGE tG/Co (ot reek it. 7/2 <br />CURVE NO. 20, PING EN ROCK AVERAGE 9/4 <br />CURVE MO.if <br />••STRAIN •ieC/O• <br />CURVY NO.10 <br />• ' <br />wes <br />.STRAIN <br />DAMPING <br />0002 <br />1.000 <br />.0001 <br />- <br />.40 <br />.000E <br />1.000 <br />.0010 <br />.10 <br />.0010 <br />.100 <br />.0100 <br />1.50 <br />.00ao <br />.113 <br />.1000 <br />3.00 <br />.0100 <br />.)00 <br />3..000 <br />1.60 <br />.0300 <br />.010 <br />.0000 <br />.00 <br />.1000 <br />_72S.O <br />DOY <br />.00 <br />1.0000 <br />.SSG <br />.0000 <br />.00 <br />NO. TYPE THICKNESS DEPTH Tot. PRESS. <br />NAVE NO. <br />I, I1 VLVS REDUCTION CURVE, PI • 0 <br />C.". wo. <br />1, e1 PING, <br />PI <br />0 <br />CVRYE No. E <br />•.•es.....se..••es. <br />Cl/RVE <br />NO. E <br />EMIR <br />----- <br />CIO- <br />.<s.••.. <br />STRAIN <br />eeee•.esae <br />ORMPIMO <br />... <br />.000E <br />------- <br />1.000 <br />-. •..... <br />.0001 <br />........ <br />X.00 <br />000E <br />1.000 <br />.0001 <br />l.ao <br />.0010 <br />» <br />.0010 <br />s.ao <br />.0072 <br />:2,709 <br />-000 <br />.0072 <br />7-10 <br />.0300 <br />.710 <br />-0100 <br />4.40 <br />MEAN SQUARE iAtOVFNCY a ].68 C/SEC. <br />.500 <br />.0716 <br />1.10 <br />.1000 <br />.760 <br />.1000 <br />34.30 <br />.1360 <br />.100 <br />.7160 <br />10.70 <br />1.0000 <br />.Oso <br />1.0000 <br />13.70 <br />7.]to0 <br />.0]1 <br />2.I600 <br />76.00 <br />I•••••. OPTION 2 ••• HEAD SOIL PROFILE <br />MM SOIL PROFILE MO. I <br />IDE"TIFICATIO" <br />Ferwrd <br />70•re[. 90•.oi1.19CEe6." <br />Her, <br />.OSO <br />.075 65C.0 <br />NUMBER OF LAYERS if <br />DEPTH <br />TO.BEDROCR 150.00 ✓ <br />MAXIMUM ACCELERATION a .SOt1B <br />NO. TYPE THICKNESS DEPTH Tot. PRESS. <br />MODULUS <br />DAMPINC <br />UNIT MF. SHEAR <br />AT TIME < 7.)4 SEC <br />VEL <br />THE VALUES WILL BE MULTIPLIED BY A FACTOR <br />fit! tttl Iksfi <br />Ike)) <br />Iktfl IfpsI <br />TO GIVE NEN MAXIMUM ACCELCMTION e <br />.1>000 <br />'I I1 If.00 $.00 .71 <br />910. <br />.OSO <br />.073 650.0 <br />MEAN SQUARE iAtOVFNCY a ].68 C/SEC. <br />2 11 10.00 IS.00 .91 <br />811. <br />.050 <br />.075 650.0 <br />MAX ACCCLERATION • .11000 FOR FREWENC1ES <br />R2.7VED ABOVE <br />24.00 <br />C/SEC. <br />] 11 IG.00 ZS .00 .96 <br />104. <br />.OSO <br />.075 650.0 <br />I•'•••• OPTION 4 ••• READ MIRE *WECY MO'T2CN Ib GIVER <br />d 11 y.00 )5.00 1.67 <br />:o.. <br />.OSO <br />.075 65C.0 <br />OBJECTMOTION IN LAYER NUMBER 16 OVIYROPPING <br />S ll 10.00 45.00 1.19 <br />994. <br />.OSO <br />.07S 650.0 <br />6 11 70.00 SS.00 1.71 <br />)D{1. <br />.050 <br />•075 175.0 <br />1•••••• OPTION S ••• OBTAIN STRAIN COIPATIILE SOIL <br />PROOM'IES <br />7 II n 0, 65.00 1.61 <br />1710. <br />.050 <br />.075 TS 0.0 <br />MAEJMUM NV1®R OF ITERATIONS <br />• it <br />0 i 10.00 15.00 1.02 <br />26/6. <br />•OSO <br />.125 •00.0 <br />FACTOR FORUNIFORM STRAIN IN TIME DOMAIN <br />• .Sl <br />a 1 la 0a 9S.00 1.13 <br />1414. <br />.*SO <br />.111 100.0 <br />, _ <br />io 3 10.00 7s. 00 1.07 <br />2494. <br />.05o <br />.11S 100,0 <br />M-71 tNme o.raoo..,.r <br />13 1 IG.0oa.7o <br />1164. <br />_oso <br />.137 100.0 <br />SOIL PROFILE • ro es1.MCE=6.7 a.n <br />' 1 ic.o0 313.00 4.12 <br />3144- <br />-oso <br />.IIS 100,0 <br />u 1 10.00 323.00 4.Is <br />1164. <br />.019 <br />.IIS 100.0 <br />ITERNTION NUMBER 1 <br />14 1 10.00 IIS.00 S,SI <br />1462. <br />.050 <br />.325 1000.0 <br />IS I •� 161.00 6.20 <br />3041, <br />.Of: <br />.124 1000,0 <br />VAWn IN TIMC DOMAIN <br />16 RASE � M <br />)637S. <br />.OSO <br />.130 )000.0 <br />MO TYPE DI'P9N UNIFRM. ..... DAMPI"C ----> <br />•-••- SMEAR "DU7L/S <br />...... <br />C/Co <br />PERIOD s .74 FROM AVERAGE SHEAR VELOCITY <br />• 745. <br />/PT) STRAIN NEN USCD CAR. <br />..- --•. .... <br />NEN <br />USED <br />ERROR <br />...... <br />RATIO <br />..... <br />....... ..... ...... ...... <br />1 17 S.0 .0067E .OSI .OSO :.f <br />....... <br />171.0 <br />....... <br />144.1 <br />-1 .3 <br />1.000 <br />rREOVENcY AMPLITUDE <br />7 11 150 .0199) .076 OSO )4.l <br />154.7 <br />144.1 <br />3.1 <br />1.000 <br />MAXIMUM AMPLIFICATION • 15.00 <br />D 11 IS'* .07791 .006 .a SO 47.7 <br />146.) <br />9::.1 <br />-4.0 <br />1.000 <br />POR FREOU774CY • 1.61 C/SEC. <br />4 1/ )s.0 .07564 .094 .CIO 46.7 <br />174.7 <br />014.1 <br />•S.) <br />5.000 <br />PERIOD .62 SDC. <br />S 11 44.0 -04410 .101 .OSD So.b <br />f21.7 <br />704.1 <br />•6,/ <br />1.000 <br />6 11 35.0 .04752 .104 .oso St.* <br />f41.4 <br />1041.2 <br />.7,4 <br />I.000 <br />1••'••• <br />OPTION 3 ••. HEAD INRs MOTION <br />7 11 Ss .o .o:»e .101 .oso So <br />1'1.7 <br />1319.) <br />-f.T <br />Looe <br />e 3 ls.o .07413 ,011 -oso 46.9 <br />Ille.e <br />104.5 <br />•n.o <br />1.000 <br />FILE NAME FOR INPUT NOTION . .,r.reG•...r <br />) 1 Is.0 .o2I►6 .oac .oso 47.9 <br />12.7.9 <br />w4.s <br />•Is.0 <br />1.000 <br />NO. OF IW U'r Arc. POINTS • 7000 <br />10 1 VS -07)10 .100 .OSO SO.1 <br />1211.0 <br />)404.1 <br />•164.1 <br />1.000 <br />MO. OF POINTS USED IN ITT • 4016 <br />E1 I IRS.a .0Jo79 .014 .010 46.0 <br />1674.0 <br />71!4.4 <br />.92,4 <br />1.000 <br />NO. Or HEADING LINES > 1 <br />12 1 115,0 .OJ 075 ,Of6 .OSo 40.0 <br />1571.2 <br />7144.: <br />-ff.f <br />LOOP <br />NO. or POINTS PER LINE +. 0 <br />ID 1 115,0 -07117 .090 .OSO :f .3 <br />1561.1 <br />7]46.6 <br />•100.1 <br />1.000 <br />TIME STEP FOR INPUT NOTION + .0200 <br />le 1 Its .O .07616 .Ofi oSO 43.4 <br />'Oso <br />2of1.i <br />7e1J.o <br />•09.1 <br />1.000 <br />FORMAT FOR OF TIME HISTORY • lot 9.6) <br />is I I'S -0 .02711 ,012 4S.4 <br />7041.5 <br />)092.0 <br />-41,4 <br />1.000 <br />1 <br />RRTNOUAEL - ..rot oqa .•ot <br />•'••• N C A D E A <br />SOIL POOP I Lt - r--.,, 70'r e1. /0'wil. MCC•t.71S•r) <br />S•raaepa <br />AIoM Ara. 10 d-1150.6 <br />• 1000 pt• 6 0.07 o <br />ITFAATSON "UNDER 7 <br />•• FIRST 4 LAST S SINES OF INPUT NOTION ••••• <br />VA A S IN TINE DOMAIN <br />1 .Goo»s-..01wIS -.001110 <br />•.000)o] <br />.eoosaf •.0001.] <br />-.00137. <br />-.091216 .003776 .0026rs .o01ea <br />-.00176E -.00.719 <br />-.00 <br />4.64 -.Goa-s 46 <br />NO TYPE DE►TI UMIFRM. •-••- DAMP7Nc ----> <br />•-•.. SMEAR MODVLUS <br />-----I <br />CIO. <br />J -.000124 -.001177 •,002675 .006760 <br />3 <br />,001500 <br />.006764 <br />.004058 .000404 <br />)PTI STRAIN NE74 USEDERR00. <br />Nfl4 <br />USED <br />ERROR <br />MT20 <br />4 -.00.913 •.00nel-.0047n •.0040/ <br />.o0 2 : <br />.0013e •.0005/0 <br />-.001170 <br />-_- •_-. ..-------•- ----- -.._.. '-.-.. <br />......• <br />....... <br />...... <br />..... <br />S .60062) •.007466 •.005450 .00356! <br />-.000007 <br />.006545 .00374S <br />-.0041)7 <br />1 11 4.0 .00551 .041 .010 -6.6 <br />911.1 <br />971.0 <br />.J <br />.101 <br />... ..... INPUT MOTION READ MM ECHOED........... <br />- <br />) 11 15.0 .016)4 .072 .076 -S .4 <br />157.4 <br />754.7 <br />.) <br />.7)0 <br />246 ,000436 .07G75e -:::'1'1S1'1 .601142 <br />.00194< <br />.007!7: .00))08 <br />.00)0:4 <br />7 11 is.a .0)429 .oea .o9s <br />146.) <br />.2 <br />.942 <br />247 ,007657 .00275) .004016 <br />,00 SS79 <br />.0056)4 ,006554 <br />.004654 <br />4 37 7S .3 .07397 .oft .014 -1 .e <br />874.7 <br />115.7 <br />.1 <br />.IS! <br />24! .002540 .00)44: .00ltff .00)997 <br />.005)70 <br />.006447 .007157 <br />,006.21 <br />4 11 4S.0 .04205 .011 .101 •7 .1 <br />9)4.7 <br />9)3.3 <br />.4 <br />.f 3{ <br />2.9 .0029' .00ISOi .001747 .001465 <br />.001011 <br />.0010:) -.001154 <br />-.00)66! <br />6 11 SS -0 .04502 .102 .304 -1.9 <br />122.1 <br />1.S.4 <br />.4 <br />-f)1 <br />710 •.607077 •.001101 •.001310 -.0010]8 •.001174 <br />-.000946 <br />-,007666 <br />-.00717) <br />l 71 65.0 .0400. .Of• .103 -2.0 <br />11)5.4 <br />1))1.1 <br />.6 <br />.f)1 <br />