Manual utilizator Slope - GeoStru Software

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31 Slope seismic action. Note: The ground classification scheme accounting for deep geology for use in a country may be specified in its National Annex, including the values of the parameters S, T B , T C and T D defining the horizontal and vertical elastic response spectra in accordance with 3.2.2.2 and 3.2.2.3. © GeoStru Software-Slope 8.0.1
NORMATIVE 32 Ground type A B C D E S 1 S 2 Description of stratigraphic profile Rock or other rock-like geological formation, including at most 5 m of weaker material at the surface. Deposits of very dense sand, gravel, or very stiff clay, at least several tens of meters in thickness, characterized by a gradual increase of mechanical properties with depth. Deep deposits of dense or mediumdense sand, gravel or stiff clay with thickness from several tens to many hundreds of meters. Deposits of loose-to-medium cohesionless soil (with or without some soft cohesive layers), or of predominantly soft-to-firm cohesive soil. A soil profile consisting of a surface alluvium layer with v s values of type C or D and thickness varying between about 5 m and 20 m, underlain by stiffer material with v s > 800 m/s. Deposits consisting, or containing a layer at least 10 m thick, of soft clays/silts with a high plasticity index (PI > 40) and high water content Deposits of liquefiable soils, of sensitive clays, or any other soil profile not included in types A – E or S 1 Vs 30 (m/s) >800 N SPT (blows/30 cm) cu (kPa) 360-800 >50 >250 180-360 15-50 70-250
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 and 22: NORMATIVE 18 different combinations
Page 23 and 24: NORMATIVE 20 Structure Partial fact
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: NORMATIVE 30 distribution of loads
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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