k =1.05+Dλ = 1+k =( s )396 Shemetov,Dave 0.5P. ( A., 1,05 ) Bibik, + D ( I. s ) P.k + 0.05 ave k s=D 1.05 ave+ D ave Dave( s)ave ( s)statistical data and experimental andindustrial blasts the following designformula has been derived:q/(kg/m 3 ) = (0.01 – К аσ comln d ave) (7)where К а– coefficient of adaptation tocertain open pit conditions, К а= 0.0034for Muruntau open pit and К а= 0.0036for Kalmakyr open pit; σ com- compressiveresistance of rock (MPа); d ave- averagesize of rock fragment (lump) in ashotpile (m).0.6670.50.35( = 1+)( k = )bench height q 0.4sin2 (m); α– bench slope ( o );c+ 0.65 0.5 − 0.016mСK b thr – = distance between blasthole k + 0.050.667 1,3 axis0.01λAh= 1+ Dqav kand bench crest (m); К f- coefficient k + 0.05of adaptation of blasthole BE chargeq(0.4sin2αc+ 0.65diameter HуCtgto αmining + CK b thrand = technologicalD =q(0.4sin2 3characteristics of broken rock and 0.01 Ah αcK3conditionsКfof Kthr=charge e initiation by nonelectrictriggering system0.(NTS),K f=550.1σК e= К BE· К Δ- BErelative energy concentration factor,for power industrial BEAchieving the required quality of rock55Q with highVKloosening by blasting under conditions charging = Kf= ,BEdensity К e> 1.0, 4 for reducedpowerQ0.1σ55KVf= com ,of reducing width of blocks blasted in0industrial BE with low charging 4 0.1σcomdeep open pits solely by adjusting the2 λRspecific i = 100consumption ⋅exp[ − 3⋅k ⋅ Dof ] BE ,%мinis practicallyimpossible, since spatial placing Kdensity К eU < 1.0; K[ 3 QV∆ = Q / R]– energya= KBE∆=Q QVV0∆= KBEof blasthole charges have a considerableλ = effect on results of blast. Moreover, Q Vconversionr0.667factor of µ the Qapplied V0BE;, Q _ Vоenergy n = 2 −of the applied BE andthe main ( k + initial 0.05) parameter + 21 − µ ∆ais a blasthole Q K∆=adiameter determining the zone of controlledbreaking of rocks by blasting. Uу0.5adm .the d= , mreference BE (kJ/kg); ∆ ∆arqHK∆=≥ U х∆rk As = a result,1.05+D avedesign formulas have been - conversion factor of charging Q density;( s )determined D ave ( s)for a blasthole diameter and Δ a, Δ r- charging σ density of the appliedadm .= aρ d ⋅ С=р⋅U , m1.13Hq adm.for interrelated with it other parameters BE β = and arctg the reference ,deg BE. ree qH Qad ; = у , mof charge 0.667 placing: lines of the 0.35 least resistanceλ = 1+of rock to blast, k = size 1,05 of + Dblast-There have been determined changesdeγ qHу( s )hole BEkcharge + 0.05avet3 ≥ Kt ⋅lg R,cabove the Dbench ave ( s)toe, of resistance along the bench 1.13 toe Hdur-ing explosionqextent of sub-drilling and unchargedπ ⋅γβ = arctg ,deg ree;2dof blasthole BE chargee− 6 0,4part of qblasthole ( 0.4sin2(plug), α + spacing )( betweenK thr− from mits ) effective3.722cd 1.13eγ H qlength⋅10above⋅ β Q=arctg ,dbenchc0.65 0.5 0.016 Uq=deγ=Н =1.75,mblastholes in a row3and between toe:0.01 Ah + q2 ⋅ ctgαR ⋅ C ρthe rows of blastholes:W/m = 0.387е 0.3 p⋅l efπ ⋅γ(9)2de− 2cwhere l ef– effective length of blasthole q π ⋅γHуCtgα+ Cbcharge above Wbench bast WНtoe = 2d(m). bast e , m−2c1 0D =σ, m (8)t= 2 − 2 ≥σFtD 1К30− +hrhrfKдD2 ⋅ ctgαqН =, meAdjustmentV1σof spatialVt 0 σt arrangement2 ⋅ ctgαwhere D – blasthole diameter (m); Н у– of blasthole charges with specific bast BE bastnσtσt55D = 24/32 4K f= ,∑lдD0 − bast +оп 3 <strong>RMZ</strong>-M&G ⎡hr⎛ V ⎞ 2012, ⎛ 59 ⎞ ⎤hriσ0 t Vσt σ0 t4i=10.1σσ = − ⋅ ⎢ − ⎥coml ⎜⎟⎜⎟р( КDд= − 1.5...5. 0) д= D0 2 − 2hrd8adhole⎢⎝V дn1 ⎠ ⎝ Vσt1 ⎠ ⎥4com,0.667λ0D =( s )HуCtgα+ CbHК3 уCtgα+ CD f=KeК3Kfeb0
⎢⎣⎝ 11⎠⎝⎠⎥⎦QV = KBEPhysicotechnical Qsubstantiation of parameters of blasting operations σ in deep ...V1 + σ 2 + σ30Е397consumption ∆ is made by alignment of a blasthole shortens by 32 % and 27 %,aspacing K =8/3∆ between blastholes that at а = specific energy consumption 3 {[ 1+decreases ( 1−2μ)⋅ ε]−1∆rσb is determined by the formula: by 26–30 %. р = − ⋅ К ⋅In this 8 regard, abatement[ 1+( 1−2μ)⋅ ε] 4of extent of effective utilization of explosiveenergy of blasthole charge forQad = , m(10)U ⋅ Сbreaking and expansion of р ρqHzone of uncontrolledbreaking is qapparent. For theуσ =where а d– adjusted spacing between purpose of neutralizing these negativeblastholes 1.13 (m); HQ – qBE weight in blastholeβ = arctg (kg). ,deg ree;pensate the shortening 12,5 ⋅Сof рcharge ⋅{[ 1+( 1col-− 2μ)⋅εo]factors it has been proposed to com-deγUo=umn length by using a combination of4[ 1+( 1−2μ)⋅εo] ⋅Blasting operations conducted in Muruntaublasthole emulsion BE charge +ANFOdeep open pit in accordance and by inverse initiation by blastholeπ ⋅γwith the developed procedure in view detonator of non-electric0.2282dtriggeringe− 2c1380⋅Q⋅[ 1+( 1−2μ)⋅εo]of changing qphysico-mechanical propertiesof the solid with increase in the mary pre-breaking C of the solid {[ mass ( is ) ]system (NTS), R = during which the pri-Н =, m0.856 0.28632 ⋅ ctgαpρ 1+1−2μ ⋅εo−pit excavation depth have shown evenerdone by high brisant emulsion BE, andbreaking of the solid at reducing BE final phase of breaking - by low brisantcosts by 12 %. bastbastBE, i.e. by ΣANFO. ( Bn+ PIn n)σsuch case, latertσt= 6,5D д= D0 2 − 2 + 1hrhrignition of ANFO locks up explosionSubstantiationσtof DBO parametersσnt usingemulsion BE providing improve-in charge Lchamber STEM and accordinglyproducts thus extending their duration-1,8nment of effectiveness and safety of facilitating the improvement of effectiveutilization of explosion energy forblasting ∑lопoperations. i Due to the facti=1lthat д= in Muruntau − ( 1.5...5. and 0) dKalmakyr adhole open breaking and working of bench toe. Pilotworks have recorded that applica-дpits onlynin-house produced blastingexplosives are being used, all regulations,tion of combined charge structure imicalnormative documents and analytprovesits explosive force as compareddependences characterizing design to single charge structure by 15 %,values of specific BE consumption and at the same time displacement of oreDBO parameters have been amended boundary and host rock decreases asso as to take into consideration relative much as 1.5–2.0 times, rock breakingexplosive force of the applied BE in relationquality improves with simultaneousto the reference BE (Grammonit reduction of BE costs by 20 %.79/21), which analysis has shown thatat emulsion BE efficiency factors equal For the purpose of improvement ofto 1.05 (Nobelit 2030) and 1.07 (NobelanEBE and WEBE application efficiency2080) the charge column length in and reduction of cost price ofexplo-<strong>RMZ</strong>-M&G 2012, 59
- Page 4 and 5:
IVTable of Contents - KazaloProfess
- Page 7 and 8:
Calculation of stress-strain depend
- Page 9 and 10:
Calculation of stress-strain depend
- Page 11 and 12:
() = (, )() () ()Calculation
- Page 13 and 14:
, ) (, )(, ) 1 () + = (, ) =
- Page 15 and 16:
Calculation of stress-strain depend
- Page 17 and 18:
Calculation of stress-strain depend
- Page 19 and 20: Calculation of stress-strain depend
- Page 21 and 22: RMZ - Materials and Geoenvironment,
- Page 23 and 24: Petrochemical characteristics and g
- Page 25 and 26: Petrochemical characteristics and g
- Page 27 and 28: Petrochemical characteristics and g
- Page 29 and 30: Petrochemical characteristics and g
- Page 31 and 32: Petrochemical characteristics and g
- Page 34 and 35: 360 Akinola, O. O., Talabi, A. O.A
- Page 36 and 37: 362 Akinola, O. O., Talabi, A. O.of
- Page 38 and 39: 364 Sunmonu, L. A., Adagunodo, T. A
- Page 40 and 41: 366 Sunmonu, L. A., Adagunodo, T. A
- Page 42 and 43: 368 Sunmonu, L. A., Adagunodo, T. A
- Page 44 and 45: 370 Sunmonu, L. A., Adagunodo, T. A
- Page 46 and 47: 372 Sunmonu, L. A., Adagunodo, T. A
- Page 48 and 49: 374 Sunmonu, L. A., Adagunodo, T. A
- Page 50 and 51: 376 Sunmonu, L. A., Adagunodo, T. A
- Page 52 and 53: 378 Sunmonu, L. A., Adagunodo, T. A
- Page 54 and 55: 380 Sunmonu, L. A., Adagunodo, T. A
- Page 56 and 57: 382 Sunmonu, L. A., Adagunodo, T. A
- Page 58 and 59: 384 Sunmonu, L. A., Adagunodo, T. A
- Page 60 and 61: 386 Sunmonu, L. A., Adagunodo, T. A
- Page 62 and 63: 388 Sunmonu, L. A., Adagunodo, T. A
- Page 64 and 65: 390 Sunmonu, L. A., Adagunodo, T. A
- Page 66 and 67: 392 Shemetov, P. A., Bibik, I. P.in
- Page 68 and 69: 394 Shemetov, P. A., Bibik, I. P.
- Page 72 and 73: 398 Shemetov, P. A., Bibik, I. P.si
- Page 74 and 75: у 3 b400 D = f eShemetov, P. A., B
- Page 76 and 77: V4BEK Q σBEad = ,commQрσV 01 +
- Page 78 and 79: 404 Shemetov, P. A., Bibik, I. P.wh
- Page 80 and 81: thrмR iλ = 2 λ= 100⋅exp[ −(
- Page 82 and 83: qLevel of average technical (theore
- Page 84 and 85: .6670.05=0.35k1,05+D avet( s3≥ Kt
- Page 86 and 87: RMZ-M&G 2012, 59
- Page 88 and 89: 414 Adewale, A., Olawale, O. O., Ma
- Page 90 and 91: 416 Adewale, A., Olawale, O. O., Ma
- Page 92 and 93: 418 Adewale, A., Olawale, O. O., Ma
- Page 94 and 95: 420 Adewale, A., Olawale, O. O., Ma
- Page 96 and 97: 422 Adewale, A., Olawale, O. O., Ma
- Page 98 and 99: 424 Adewale, A., Olawale, O. O., Ma
- Page 100 and 101: 426 Adewale, A., Olawale, O. O., Ma
- Page 102 and 103: RMZ-M&G 2012, 59
- Page 104 and 105: 430 Kos, A., Dervarič, E.novega ve
- Page 106 and 107: 432 Kos, A., Dervarič, E.diamond w
- Page 108 and 109: 434 Kos, A., Dervarič, E.chines to
- Page 110 and 111: 436 Kos, A., Dervarič, E.the best
- Page 112 and 113: 438 Kos, A., Dervarič, E.Before th
- Page 114 and 115: 440 Kos, A., Dervarič, E.nally to
- Page 116 and 117: RMZ-M&G 2012, 59
- Page 118 and 119: 444 Lajovic, A.disc brakes, further
- Page 120 and 121:
446 Lajovic, A.Slika 2. Izrez iz Si
- Page 122 and 123:
448 Lajovic, A.Livne lonce smo na n
- Page 124 and 125:
450 Lajovic, A.Ingersol pa je bil z
- Page 126 and 127:
452 Lajovic, A.Med delavci, ki so b
- Page 128 and 129:
454 Lajovic, A.imel vsak delavec na
- Page 130 and 131:
456 Lajovic, A.Slika 5. Izdelki Že
- Page 132 and 133:
458 Lajovic, A.pa se ni najbolje iz
- Page 134 and 135:
460 Lajovic, A.za delo. Promet na z
- Page 136 and 137:
462 Lajovic, A.Sredi osemdesetih le
- Page 138 and 139:
464 Lajovic, A.njem delu forme. Na
- Page 140 and 141:
466 Lajovic, A.Enourni film je mars
- Page 142 and 143:
RMZ-M&G 2012, 59
- Page 144 and 145:
470 Medved, J., Rosina, A., Vončin
- Page 146 and 147:
472 Author’s IndexAuthor`s Index,
- Page 148 and 149:
RMZ-M&G 2012, 59
- Page 150 and 151:
Contents476Phase contrast method fo
- Page 152:
Contents47859/4Calculation of stres
- Page 155 and 156:
Instructions to authors481Compositi
- Page 157 and 158:
Instructions to authors483NAVODILA
- Page 159 and 160:
Instructions to authors485Knjige:Ro
- Page 161 and 162:
Template487TEMPLATEThe title of the
- Page 163 and 164:
Template489References (Times New Ro
- Page 165 and 166:
Template491Obstajata dve sprejemlji