Klun, Mateja

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GAE)AWG -J St a,b gUil=ty d,p a.w&ut €fBy Martin Leclerc, M. lng.NSERC / Hydro-Quebec / Alcan lndustrial Chair on Structural Safety of Concrete Dams, Ecole Polytechnique de Montr6al, CanadaPagePJbj6ffii'', Diploma65'fi '"" MostetJwner:Dta m,ll l,6cati6 n,:t"" KavekeBetE:= :' .,".,:',.,,.,r', i"t 23.8.2012Affi lysis.p,'6ffi rffi ffi 'byffProjectengineer:. ... Mateja KlunUsual combination (effective sfess analysr$Joint # Crack Normal Principal Uplift,/,/,/./(% joint) (kPa) (kPa) (kPa) Z1 -14,871 -14,871 0,000Crack(% joint) Normal Principal(kPa)-1 2,593-51,262-46,194(kPa)-15,653-63,719-80,694-60,303 -1 05,339-89,686 -156,667-128,338 -224,186-171,690 -299,914-217,728 -390,336-265,439 *463,678-314,268 -548,97 4-364, 308 -636,387-415,994 -7 26,67 4-468,625 -g 1 B, 61 2-518,362 -905,494-644,971 -6A4,971-835, 192 -935,192Uplift(kPa)0,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,000-131,551 -131,551 0,000-210,886 -210,886 39,240-281,908 -281,909 78,480-333,405 -333,405 117,720-379,369 -379,369 156,960-422,719 -422,719 196,200-464,667 -464,667 235,440-505,789 -505,789 274,690-546,382 -546,382 313,920-586,187 -586,187 353,160-624,665 -624,665 392,400-662,440 -662,44A 431,64A-680,495 -680,495 470,880-668,490 -668,490 510,120-583,107 -583,107 549,36031.8.2012 9.05:39 fi lename: F. \Di plom a\Moste-cadam\pri me12. da mgS-DA-SilE = St a-b!i l$tty 4ea-wf,-gt ErBy Martin Leclerc, M. lng.NSERC / Hydro-Quebec / Alcan lndustrial Chair on Structural Safety of Concrete Dams, Ecole Polytechnique de Montr6al, CanadaPage,P-EUi€,Urffi DiPloma'Ure'ffi,'il'ffi Moste(JWIl€fi. ,.rli:l::;ir::r;::,]'j],:.,: ir::l:r:r:.::r. iD rI l6'G-'fi't-i'Ohr KavckeDetHr -23.8.2012Afi'e.[y'5,[Srp' ",bJ 'Pro, ct'ehg'ihe'eil '' ,' " . Mateja KlunUsual cam bin atio n (shbility an alysrqJoint # SSF SSF(peak) (residual)1 >100 >100OSF OSF(u/s <-; (-> D/s)> 100 > 100USF Normal Shear Moment Res. Pos.{kN) (kN) (kN.m) (%joint)> 100 -72,7 0,0 -5,3 48,617> 1006,5045,9725,1 56> 100 -664,3 0,0 -353,4 42,6807,551 -1259,29,427 -2267 ,79,564 -3534,978,5 -1317,1 39 ,323313,9 -3243,6 39,207706,3 -5670,9 40,3991255,7 -8507 ,7 41,7591962,0 -11674,3 42,9612825,3 -1 5090,8 43,9693845,5 -18677,5 44,8065027 ,1 -22352,2 45,5056416,2 -25933,1 46,1098025,0 -29099,4 46,6584,722 10,065 -5119,44,450 10,683 -7A21,04,264 11,336 -9239,74,129 1 1,993 -11775,54,026 12,638 -14628,43,942 1 3,265 -17798,33,867 '1 3,870 -21285,33,8033,5353,1872,802 8,31 3 -35812,1 15579,2 53573,3 52,9621,200 1,204fi len ame : F : \D i plom a\M oste-cad a m\p ri mer2. d a m> 100 > 100 > 1008,72943,522 32,49317,886 14,629 17,17011,584 10,090 20,0508,8497,2756,2945,6355,1 584,7654,4354,2294,O113,7873,9868,088 23,3386,946 26,5356, 1 84 29,47 55,618 32,1115,158 34,4474,765 36,5204,435 38,3744,229 40,0224,411 26,0723,787 17,9933,442 1 5, 51 614,452 -25089,4 9692,? -31788,6 47,1441 1 ,899 -28665,3 11497 ,2 -30897,7 47 ,7469,465 -32154,9 13459,2 -13498,9 49,16931.8 .2012 9:05:393,000 1,540 1,200@A-DA-SIE = $t a-b SUil-ty d-e a-wi!-uu grBy Martin Leclerc, M. lng.NSERC / Hydro-Quebec / Alcan lndustrial Chair on Structural Safety of Concrete Dams, Ecole Polytechnique de Montr6al, CanadaPagePffie-Gffi Diplomaffi Mosteo'fiaail ,Deffi"il 6dati:oH:.':1 Ka vdkeBater: 23"8.2412Analysis. performed by: . ,PioieCt bngih'66r: ' ' ' ii,", M?teja KlunFlaad combination (etrective stress analysrgJoint # Crack Normal Principal Uplift(% joint) (kPa) (kPa) (kPa):1 -g,g10 -g,910 5,886 7-68,346 -68,346 45,126-107 ,284 -1A7 ,284 84,366-166,393 -166,393 123,606-2A5,847 -205,847 162,846-243,288 -243,288 202,486-280,319 -280,319 241,326-317,443 -317,403 280,566-354,671 -354,671 319,806-392,136 -392,136 359,046-429,353 -429,353 398,286-465,654 -465,654 437,526-501 ,573 -501,573 476,766-51 8, 028 -51 8, 02 B 51 6, 006-499,781 -499,781 555,246-390,489 -390,489 594,486,/,/,/,/./-/Crack(% joint) Normal Principal(kPa) (kPa)-12,668 -15,747-69,340-104,671-86,191-182,843Uplift(kPa)0,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,000-152,468 -266,336-198,306 -346,409-248,317 -433,769-299,971 -524,000-352,338 -615,478-405,031 -7A7,523-457, BB3 -799,847-511,240 -893,052-565,706 -gBB,196-620,741 -1084,264-672,473 -1174,701-76 5, 62 0 -7 65 ,620-1019,750 -1019,75031.8 .2A12 9.05:39 fi le n ame : F : \D i p Io m a\M oste-cada m\p ri merZ. da m@ADA_UE = SltA,bd,I!_i!-ty d_UaWlLErl-gtBy Martin Leclerc, M. lng.NSERC / Hydro-Quebec / Alcan lndustrial Chair on Structural Safety of Concrete Dams, Ecole Polytechnique de Montr6al, CanadaPage,R*6,j'e.ffiffi Diploma'H,E'ffi.'l'ffi Moste6w'fiBiffiffiD-",aiffit'tl,U"GH Kavcke-:... .r.rr..:.:1- i.:.. ...,.'Bola.,tEiti"* 23.8.2012frh'd,l$rH.i,S,tPPr:'oject ehg"ffir:,' j,.-',' .' fi Mateja KlunFlood co m b in atio n (stab i lity an alysrqJoint # SSF SSF(peak) (residual)1 g2,4gg 65,525osF osF{u/s <.s r> D/s)6, B18 3,573USF Normal Shear Moment(kN) (kN) (kN.m)4,666 -57 ,1 1 , g g, g1 03,8 4,4Res. Pos.(% joint)52,90350, 1 20362,8 -20,9 49,795778,7 -203,8 49,2721351,6 -175,5 49,6g95212,8 3913,4 51,1056575,0 6331,4 51,2998144,5 9570,8 51,4519933,8 13952,4 51,61713,7798,1 B07,4996,0685,2604,7424,3914,1163,91 13,7273,5603,4603,3333,1993,3949,7625,7955,5984,7 535,495 13,0225,059 17,1804,823 21 ,1944,676 24,9544,381 29,1324,116 31 ,0223,911 33,5543,727 35,77 g3,560 37,7503,460 39,4933,333 26,6553,189 18,6172,932 16,2574,051 -500,33,512 -1038,25,985 -2112,96, 914 -3376,72,9022,3662,8352,8572,8822,9072,9312,6582,3737,818 4957,A 2081,5 170,4 50,1708,685 -6954,2 2969,3 913,9 50,5649,513 -9069,4 4012,1 2135,0 50,969102,953 10,301 -11599,52,972 11,049 -14447,72,988 11,762 -17612,911121314152,998 12,439 -21095, 13,006 1 3,094 -24994,4 11791 ,5 19539,7 51 ,7692,873 1 1 ,059 -28465,5 13767 ,1 29432,9 52,1628,984 -31951,4 15909,6 56496,5 53,5017 ,981 -35608,5 18209,0 133731,1 57 ,4371,100 1,100fi le na m e : F : \D i plom a\Moste-cad a m\p ri mer2. da m31.8 .2A12 9:05:39162,000 1,300 1,100@AEDAWG -J StarbflU!,ty d-,r,alw!,se,gtrBy Martin Leclerc, M. lng.NSERC / Hydro-Quebec / Alcan lndustrial Chair on Structural Safety of Concrete Dams, Ecole Polytechnique de Montr6al, CanadaPagePffie-6,$ DiplomaEEffi tt"'Mosteo fite'ffi''o.'Dem'16Eeti6fiiff KavekeD'Et6':, 23.8.2012A.n:a.rys,iffi 8"ff,6.rrffi=ed=.ffiPiojeCt.engiheer: ''' "", ,.,. Mateja KlunSe ismic #1Joint # Crack(% joint)combination -Normal Principal Uplift(kPa) (kPa) (kPa)-18,493 -18,493 0,000-217 ,627 -217 ,627 0,000-382,010 -382,010 39,240-494 ,562 -494 ,562 7 8,480-577 ,390 -577,390 117,720-648,396 -648,396 156,960-7 12,264 -712,264 1 96, 200-771 ,245 -77 1 ,245 235,444-826 ,7 54 -826,7 54 27 4,680-879,935 -879,935 313,920-931 ,571 -931,571 353,160-982,037 -982,037 392,400-1032,558 -1 032,558 431 ,640-1064,601 -1064,601 470,880-1076,878 -1076,878 510,120-1050,362 -1050,362 549,360analysr$ (etre ctive sfess a n alysrdCrack Normal(% joint) (kPa)-11,47418,17897,964117,5151 1 1,30189,39158, 1 7820,7 44-21,A4APrincipal(kPa)-14,25822,596171,128245,280194,425156,152101,62836,236-36,753-65,763 -114,877-112,472 -196,470-160,680 -280,682-209, 085 -365,237-253,362 -442,591-326,158 -326,159-514,653 -514,653Uplift(kPa)0,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,000Peak acce lerations {sf:ess,/,/./-/--31.8.2012 9:05:39 fi le n a me : F : \D i p lo m a\M oste-cad a m\p ri merZ da mPageF,'tUji€G.ffi Diploma6e' Moste(,.WIIBf:' .llrilia::::!::lr :::irii!:::i::::: i:::iir;iir::::rl J:i::r:r::r::,r!Dre.$*16.i,de KavckeUet-EIt*"".*ffi ','1,, 23. 8 .201 2f,h'i,Iy,3,isr* liPi t-en$ine, ";- . ',-' Mateja KlunSe ismic #1 combination - Pe ak acce le ratians (str:ess an alysrdJoint # SSF(shbiliu analysrdSSF OSF OSF USF(residual) (U/S <-1 (> D/S)(peak)6,3936,7856,5359,1 955,1 095,7608,4843,4461,9952,2712,5532,9063,2933,7034,1314,5695,0095,4335,8325,7165,4145,2794,529 19,269 > 100> 1008,8347,943 10,285 -2499,56,733 10,434 -3894,16,066 10,981 -5636,65,635 11,655 -7725,95,331 12,368 -10161,95,103 13,084 -12944,64 ,213 12,992 -3 1 51 3 , 13,793 10,326 -35426,7> 100> 100Normal Shear Moment Res, Pos.(kN) (kN) (kN-m) (%joint)-79,3 -35,5 -16,4 46,094-724,8 -289,3 -1037,9 30,2958,239 -1391,3 -493,4 -3839,5 21,93715,193 14,29437,019 35,236> 100 > 10028,494 27,49216,909 16,38112,576 12,25110,209 10,0168,6887,8347,1676,6096,8738,5967,8017,1596,6095,920-570,8 -8959,0 22,944-506,0 -16024,7 25,373-287,3 -25004,5 28,00392,2 -35829,9 30,368633,9 -48399,7 32,4121332,8 -62611"4 34,16110114,927 13,788 -16073,9 2179,4 -79403,5 35,6514,783 14,472 -19550,0 3194,2 -95735,5 36,9244,658 15,132 -23372,8 4393,1 -114539,3 39,0204,554 15,767 -27542,3 5605,3 -135062,1 39,9463,354 9,069 -39516,66908,6 -154598,3 39,7418302,2 -159543,6 41,A829804,9 -113849,3 44,2951,100 1,100fi le nam e : F : \Di plo ma\Moste-cad a m\pri mer2. da m31 .8.2012 9:05:391,300 1,000 1,100PagePt6.ieffi'"' DiplomaUffiffi'Mosteuwner: 1::aa:::;!t:a:,; ::::t:)a:ta:::t rii::;t::::!lt.i:.: ;lD,'e-mffi,Ceqi :.*i', Ka v d k e65tAlr+l""'ffi ", 23.A.ZO1ZAnalysis performed by:Project engineer: Mateja KlunSe ismic #1Joint # Crack(% joint)combination -Normal Principal Uplift(kPa) (kPa) (kPa)Sustarne d accelerations (shbility analysis) (effecfive sfessCrackanalysr$Normal Principal(% joint) (kPa) (kPa) Uplift(kPa)0,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0000,0001 -17 ,657 -17 ,657 0,000-197,763 -197,763 0,000-342,520 -342,520 39,240-445,488 -445,488 78,480-521,086 -521,086 117,720-596,313 -586,313 156,960-645,446 -645,446 196,200-700,496 -700,496 235,440-7 52,685 -752, 685 27 4,680-802,961 -802,961 313,920-851 ,867 -851,967 353,'160-899,567 -899,567 392,400-947,146 -947,146 431,640-975,961 -975,961 470,880-982,634 -982,634 51CI,12A-942,534 -942,534 549,360Z,/,/,/./-11,729 -14,5802,15464,6977 6,48064,92039,1465,132-34,2882,677113,0151 33,598113,40468,3828,964-59,896-77 ,440 -135,275-123,110 -215,053-170,588 -297,990-21 9,599 -383,603-268,979 -469,862-314,515 -549,4A7-390,500 -390,500-588,623 -588,62331.8 .2012 9:05:39 fi le n a me: F. \D i ploma\M oste-cad a m\p ri m e 12.damPagePr,6j'e=Gffi Diploma.H.e MosteOwB'6 i',i+ i i:iiir:ijjjiflliiirilti;iil::I:';lljLl",r:t:tlrDafi.loeation:,r,Datg:t' "-;.i ili,,.ii:i, Kavckei,23.8.2012Ahely perf-orffi i,- ,"Proj#,"hg'theei,i ',-"t-*' i l ':r Mateja KlunSersmrc #1 combination - Sustarned accelerations (shbility an alysr$ $bbility an alysr9roint # ,,r3,tf r,",ia?]fi u3t[7 ,-,3f{, usF *"'[Xf/,9,151 5,775 24,566 > 100> 1008,296> 100> 1007 ,4BB 1 0,087 -2445,26,369 10,233 -3811,25,756 10,770 -5517,35,362 11,431 -7 563,25,085 12,130 -9949,14,879 12,832 -1267 4,84,719 13,523 -157 40,44,476 14,840 -22891 ,14,381 15,463 -26976,24,057 12,732 -30855,93,654 14J28 -34671,6-77,8Shear Moment Res. Pos,(kN) (kN'm) (% joint)-27,3 -13,9 46,638-710,8 -222,5 ,879,9 32,9668,8218,9389,5988,1727,1 806,6036,1165,6865,9416,4697,6919,3798,0757,1496,5996,1165,6865,1204,3942,3942,7973,1 503,5914,0714,5785,1045,6406,1756,6937,1776,8986,3936,1749,090 -1360,8 -361,4 -3256,6 25,571-366, 7 -7 640 ,1 26 ,42514,361 13,06334,128 31,765> 100 > 10027,101 25,8A115,947 15,29611,785 11,401-226,3 -1 3635,4 28,58968,8 -21197,6 30,949523,7 -30255,5 33,0661 139,6 -40713,1 34,8891912,6 -52472,8 36,4432936,6 -65468,6 37,7655223,6 -94822,4 39,8746548,4 -111229,8 40,7067967 ,5 -126052,0 41,4579492,3 -125841,A 42,8134,599 14,193 -19145,8 3937,7 -79627,2 38,8953,227 8, 895 -38661 ,7 11137 ,1 -7 521 3, 3 16,1481,100 1,100fi I e n a m e : F : \D i p lo m a\M oste-cad a m\p ri mer2. d a m31.8 .2012 9:05:391,300 1,000 1,100

Mechanical analysis of Moste dam on river Sava

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Mechanical analysis of Moste dam on river Sava

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