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TEORIA DE C donde: coeficiente de empuje pasivo constantes: cohesión del suelo peso especifico del suelo profundidad Factores de capacidad de carga adimensionales que est Dimension de cada lado de la cimentacion (C. corrida CIMENTACION CORR Ø' c' γ 0 1.00 #NUM! 0 0 0 1 1.10 6.00 0.01 0 0 2 1.22 6.30 0.04 0 0 3 1.35 6.62 0.06 0 0 4 1.49 6.97 0.1 0 0 5 1.64 7.34 0.14 0 0 6 1.81 7.73 0.2 0 0 7 2.00 8.15 0.27 0 0 8 2.21 8.60 0.35 0 0 9 2.44 9.09 0.44 0 0 10 2.69 9.60 0.56 0 0 11 2.98 10.16 0.69 0 0 12 3.29 10.76 0.85 0 0 13 3.63 11.41 1.04 0 0 14 4.02 12.11 1.26 0 0 15 4.45 12.86 1.52 0 0 16 4.92 13.68 1.82 0 0 Nq Nc Nγ ^′= _ = ^′ _+ _ +1/2 _ = = _= = _ _ =cot ∅′ [ ^(2(3 /4−∅^′/2) tan ∅′ ) _ = =

Capacidad de Carga de Terzagui 2

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calculo de capcidad de carga

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Hoja1TEORIA DE CAPACIDAD DE CARGA DE TERZAGHI

donde:coeficiente de empuje pasivoc'constantes:cohesin del sueloDfpeso especifico del sueloBprofundidad

Factores de capacidad de carga adimensionales que estan nicamente en funcin del ngulo de friccin del sueloDimension de cada lado de la cimentacion (C. corrida y c. cuadrada) y diametro de la cimentacin (Cimentacin circular)CIMENTACION CORRIDACIMENTACION CUADRADACIMENTACION CIRCULARCIMENTACION CORRIDA QUE PRESENTA MODO DE FALLA POR CORTE LOCALCIMENTACION CUADRADA QUE PRESENTA MODO DE FALLA POR CORTE LOCALCIMENTACION CIRCULAR QUE PRESENTA MODO DE FALLA POR CORTE LOCAL

'NqNcNc'DfqBqu'NqNcNc'DfqBqu'NqNcNc'DfqBqu'NqNcNc'DfqBqu'NqNcNc'DfqBqu'NqNcNc'DfqBqu01.00ERROR:#DIV/0!000000ERROR:#DIV/0!01.00ERROR:#DIV/0!000000ERROR:#DIV/0!01.00ERROR:#DIV/0!000000ERROR:#DIV/0!01.00ERROR:#DIV/0!000000ERROR:#DIV/0!01.00ERROR:#DIV/0!000000ERROR:#DIV/0!01.00ERROR:#DIV/0!000000ERROR:#DIV/0!11.106.000.0100000011.106.000.0100000011.106.000.0100000011.106.000.0100000011.106.000.0100000011.106.000.0100000021.226.300.0400000021.226.300.0400000021.226.300.0400000021.226.300.0400000021.226.300.0400000021.226.300.0400000031.356.620.0600000031.356.620.0600000031.356.620.0600000031.356.620.0600000031.356.620.0600000031.356.620.0600000041.496.970.100000041.496.970.100000041.496.970.100000041.496.970.100000041.496.970.100000041.496.970.100000051.647.340.1400000051.647.340.1400000051.647.340.1400000051.647.340.1400000051.647.340.1400000051.647.340.1400000061.817.730.200000061.817.730.200000061.817.730.200000061.817.730.200000061.817.730.200000061.817.730.200000072.008.150.2700000072.008.150.2700000072.008.150.2700000072.008.150.2700000072.008.150.2700000072.008.150.2700000082.218.600.3500000082.218.600.3500000082.218.600.3500000082.218.600.3500000082.218.600.3500000082.218.600.3500000092.449.090.4400000092.449.090.4400000092.449.090.4400000092.449.090.4400000092.449.090.4400000092.449.090.44000000102.699.600.56000000102.699.600.56000000102.699.600.56000000102.699.600.56000000102.699.600.56000000102.699.600.56000000112.9810.160.69000000112.9810.160.69000000112.9810.160.69000000112.9810.160.69000000112.9810.160.69000000112.9810.160.69000000123.2910.760.85000000123.2910.760.85000000123.2910.760.85000000123.2910.760.85000000123.2910.760.85000000123.2910.760.85000000133.6311.411.04000000133.6311.411.04000000133.6311.411.04000000133.6311.411.04000000133.6311.411.04000000133.6311.411.04000000144.0212.111.26000000144.0212.111.26000000144.0212.111.26000000144.0212.111.26000000144.0212.111.26000000144.0212.111.26000000154.4512.861.52000000154.4512.861.52000000154.4512.861.52000000154.4512.861.52000000154.4512.861.52000000154.4512.861.52000000164.9213.681.82000000164.9213.681.82000000164.9213.681.82000000164.9213.681.82000000164.9213.681.82000000164.9213.681.82000000175.4514.562.18000000175.4514.562.18000000175.4514.562.18000000175.4514.562.18000000175.4514.562.18000000175.4514.562.18000000186.0415.522.59000000186.0415.522.59000000186.0415.522.59000000186.0415.522.59000000186.0415.522.59000000186.0415.522.59000000196.7016.563.07000000196.7016.563.07000000196.7016.563.07000000196.7016.563.07000000196.7016.563.07000000196.7016.563.07000000207.4417.693.64000000207.4417.693.64000000207.4417.693.64000000207.4417.693.64000000207.4417.693.64000000207.4417.693.64000000