Dimensionamiento Tajeos

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Techo Caja Techo Caja Piso RMR 60 85 85 Q 5.91669359 95.159607 95.159607 SRF 5 7.5 7.5 Jw 0.66 0.66 0.66 Q' 44.8234363 1081.35917 1081.35917 Jv 11.5 10 10 RQD 77.05 82 82 unix/ind 5 7 7 A 0.4375 0.6625 0.6625 Dif rumb 0 30 30 Dif buz 30 0 0 B 0.2 0.3 0.3 Buz super 0 60 60 Buz disctn - - 60 C 2 5.1 5.1 N 7.84410135 1096.09269 1096.09269

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Dimensionamiento Tajeos

Transcript of Dimensionamiento Tajeos

Hoja1TechoCaja TechoCaja PisoMineralIntrusivoSedimentarioRMR608585Alto2.534Q5.916693590795.159607001595.1596070015Ancho435SRF57.57.5Largo545Jw0.660.660.66RMR608545Q'44.82343629291081.35917047171081.3591704717Esfuerzo ind305020Jv11.51010Resist comp150350300RQD77.058282Jw0.660.660.66SRF57.57.5unix/ind577PE3.22.82.5A0.43750.66250.6625Dif rumb03030Dif buz3000B0.20.30.3Buz super06060Buz disctn--60C25.15.1N7.84410135131096.09268916931096.0926891693

Veta NazarenoCaja TechoCaja PisoMineralDetallesRMR41 - 4535 - 3962 - 70Jv10RMR def433764RQD82Q0.890.469.2278143521Jn93 princQ'0.890.469.2278143521Jr3Rugo e irreg, ondJa2liger alter, cap no blandasGSI383259Jw0.5grandes flujos, aument por elementos de drenaje SRF0.5Q13.6666666667APeso esp220022003000Gravedad9.819.819.81Prof800800800Esf in-situ (Pa)172656001726560023544000Anch4.5Esf in-situ (Mpa)17.265617.265623.544helos0.5Res comp uni300250350Anch minad5E (modulo young)5012354818836mi272720Long120mb2.9492.384.967Altur est8.6s0.0010.00050.0131Alt fina4.5a0.5130.520.503c17.01612.87525.074ang fricc35.4933.6539.8K0.50.50.5Esf horz8.63288.632811.772Esf inducido343570unix/ind8.82352941187.142857142950.880.620.45BDif rm1550Dif buz10075Dif rm245450Dif buz2454530Dif rm365650Dif buz34212630.30.30.90.80.80.20.860.840.81CInclin super75750Inclin junt crt-30-6.57.22N4.072641.6427521.6610065834

espesor pillara) Razn entre espesor y luz libre del Crown Pillar

Metodo carter

t:Espesor del crown pillarS:Luz libre del pilarQ:ndice de Calidad de Bartont?s120Q9.23Aplicando la formulaT46.89m