Manual utilizator Slope - GeoStru Software

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19 Slope © GeoStru Software-Slope 8.0.1
NORMATIVE 20 Structure Partial factors sets used in Design Approach... 1 2 3 Combination 1 Combination 2 General A1+M1+R1 A2+M2+R1 A1+R2+M1 A1*(A2 )+M2 +R3 Slope A1+M1+R1 A2+M2+R1 E1+R2+M1 E2+M2+R3 Piles and anchor-ages A1+M1+R1 A2+M1+R4 A1+R2+M1 A1*(A2 )+M2+ R3 Ta ble 3.1 - Ult im at e lim it st at e , de sign approac h (*on st ruc t ural ac t ions,+ on ge ot e c hnic al ac t ions) Design Approach 1 Combination 1 Combination 2 A1 M1 R1 A2 M2 R1 Permanent actions (G) Unfavorable G 1,35 1,0 Favorable G,fav 1,0 1,0 Variable actions (Q) Unfavorable Q 1,5 1,3 Favorable Q,fav 0 0 Coef.of shearing resistance (tan ) f 1,0 1,25 Effective cohesion (c') c' 1,0 1,25 Undrained strength (cu) cu 1,0 1,4 Unconfined compressive strength (q u ) qu 1,0 1,4 Weight density (γ) 1,0 1,0 g Resistance (R) R 1,0 1,0 Ta ble 3.2 - Show s t he re lat iv e m agnit ude of t he ke y param e t e rs w he n using Com binat ion 1 and using Com binat ion 2 © GeoStru Software-Slope 8.0.1
Page 1 and 2: I Slope Slope Parte I GEOSTRU SOFTW
Page 3 and 4: III Slope 7 Materiale .............
Page 5 and 6: GEOSTRU SOFTWARE 2 Pentru mai multe
Page 7 and 8: GEOSTRU SOFTWARE 4 Activarea autom
Page 9 and 10: GEOSTRU SOFTWARE 6 Activare cu chei
Page 11 and 12: GEOSTRU SOFTWARE 8 1.3 Autoupdate P
Page 13 and 14: UTILITY 10 3 1.7184 28 15.6422 4 2.
Page 15 and 16: UTILITY 12 Teren Valoare minimã Va
Page 17 and 18: UTILITY 14 V alori indic at iv e al
Page 19 and 20: UTILITY 16 Alt + S Alt + M Alt + C
Page 21: NORMATIVE 18 different combinations
Page 25 and 26: NORMATIVE 22 strips and rafts. 2. S
Page 27 and 28: NORMATIVE 24 state, a settlement ca
Page 29 and 30: NORMATIVE 26 experience. 6.5.3 Slid
Page 31 and 32: NORMATIVE 28 2.A presumed bearing p
Page 33 and 34: NORMATIVE 30 distribution of loads
Page 35 and 36: NORMATIVE 32 Ground type A B C D E
Page 37 and 38: NORMATIVE 34 3. The reference peak
Page 39 and 40: NORMATIVE 36 T B is the lower limit
Page 41 and 42: NORMATIVE 38 Figure 3.2 - Re c om m
Page 43 and 44: NORMATIVE 40 5. The elastic displac
Page 45 and 46: NORMATIVE 42 4.For the horizontal c
Page 47 and 48: NORMATIVE 44 than the value of a g
Page 49 and 50: NORMATIVE 46 5.The design seismic i
Page 51 and 52: SLOPE 48 sustinere din pãmânt arm
Page 53 and 54: SLOPE 50 Exe m plu de fisie r ge ne
Page 55 and 56: SLOPE 52 Adâncime BedRock: Adânci
Page 57 and 58: SLOPE 54 numãrului de lovituri si
Page 59 and 60: SLOPE 56 4.9 Caracteristici geotehn
Page 61 and 62: SLOPE 58 Densitatea relativã: pent
Page 63 and 64: SLOPE 60 3. Deplasati-vã cu mouse-
Page 65 and 66: SLOPE 62 4.12.2 Siruri de piloti Se
Page 67 and 68: SLOPE 64 Note despre lucrãri Pentr
Page 69 and 70: SLOPE 66 medie a armãturii/ranfors
Page 71 and 72: SLOPE 68 Le= lungimea efectivã a b
Page 73 and 74:
SLOPE 70 4.12.5 Pãmânt armat Se p
Page 75 and 76:
SLOPE 72 iesi din comandã apãsati
Page 77 and 78:
SLOPE 74 Pentru a calibra imaginea
Page 79 and 80:
SLOPE 76 valoare parametrului ales
Page 81 and 82:
SLOPE 78 forfecare ( ) si comparate
Page 83 and 84:
SLOPE 80 raportul de calcul. Slope
Page 85 and 86:
SLOPE 82 alegerea acestei comenzi d
Page 87 and 88:
SLOPE 84 în care tubul este imers
Page 89 and 90:
SLOPE 86 4.17 Suprapresiuni interst
Page 91 and 92:
SLOPE 88 obtinutã din încercãri
Page 93 and 94:
SLOPE 90 functie de indicele de pla
Page 95 and 96:
SLOPE 92 4.17.3 Calculul NL Calculu
Page 97 and 98:
SLOPE 94 - T M AX este întreaga du
Page 99 and 100:
SLOPE 96 criteriului de cedare Coul
Page 101 and 102:
SLOPE 98 normale totale sunt unifor
Page 103 and 104:
SLOPE 100 Ac t iuni pe fâsia i c o
Page 105 and 106:
SLOPE 102 Calc ulul fac t orului de
Page 107 and 108:
SLOPE 104 actioneazã pe suprafata
Page 109 and 110:
SLOPE 106 Se presupune cã în abse
Page 111 and 112:
Page 113 and 114:
Page 115 and 116:
SLOPE 112 - Ky sunt luate ca orizon
Page 117 and 118:
SLOPE 114 4.18.2.2 FEM Pentru bazel
Page 119 and 120:
SLOPE 116 118(12), 1889-1905 [26] C
Page 121 and 122:
SLOPE/M.R.E. 118 Re pre ze nt are s
Page 123 and 124:
SLOPE/M.R.E. 120 Lungimea de ancora
Page 125 and 126:
SLOPE/M.R.E. 122 5.1.5 Lungime înd
Page 127 and 128:
SLOPE/M.R.E. 124 5.2.1 Împingerea
Page 129 and 130:
SLOPE/M.R.E. 126 înclinatie a tere
Page 131 and 132:
SLOPE/M.R.E. 128 În terenurile cu
Page 133 and 134:
SLOPE/M.R.E. 130 aplicatã rezultan
Page 135 and 136:
SLOPE/M.R.E. 132 Pe lângã factori
Page 137 and 138:
SLOPE/M.R.E. 134 De finit ia ge om
Page 139 and 140:
SLOPE/M.R.E. 136 M at e riale c e d
Page 141 and 142:
SLOPE ROCK 138 metodã se poate des
Page 143 and 144:
SLOPE/DEM 140 Resorturile transvers
Page 145 and 146:
SLOPE/DEM 142 cu comportamentul Win
Page 147 and 148:
SLOPE/DEM 144 unde: K n K n x L; K
Page 149 and 150:
QSIM 146 Conform acestei metode tal
Page 151 and 152:
QSIM 148 9 Comenzi de shortcut Bara
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Manual utilizator Slope - GeoStru Software

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