asentamientos por consolidación

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Datos Cimentación RSC 1.45 B 7 m 0.03 L 10 m 0.16 80 KN/m2 0.94 Capa m n 1 1.0 69.50 3 1.17 1.67 2 1.0 79.50 4 0.88 1.25 3 1.0 89.50 5 0.70 1.00 4 1.0 99.50 6 0.58 0.83 5 1.0 109.50 7 0.50 0.71 6 1.0 119.50 8 0.44 0.63 7 1.0 129.50 9 0.39 0.56 n 1.6 1.67 1.8 1 0.19546 0.196398 0.19814 m 1.17 0.20656868 1.2 0.20731 0.2083635 0.21032 Ce CC qcn eo Hi [m] s'o [KN/m 2 ] Z [m]

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Preconsolidacin

DatosCimentacinRSC1.45B7mCe0.03L10mCC0.16qcn80KN/m2eo0.94

CapaHi [m]
Peter Xavier: Espesor de la Capas'o [KN/m2]
Peter Xavier: Esfuerzo Efectivo en la mitad de la capaZ [m]
Peter Xavier: Distancia medida desde la base del ciemiento hasta la mitad de la capamnI
Peter Xavier: Con m y n entro a tabla o grfica y hallo IDs [KN/m2]s'p [KN/m2]s'p-s'o [KN/m2]Ds < s'p-s'oLog (s'p/s'o)Log (s'o+Ds)/s'or

11.069.5031.171.670.20164.32100.77531.28NO0.16140.12320.01321.079.5040.881.250.17355.36115.27535.775NO0.16140.06810.00831.089.5050.701.000.14847.36129.77540.275NO0.16140.02310.00441.099.5060.580.830.12439.68144.27544.775SI0.14580.00251.0109.5070.500.710.10433.28158.77549.275SI0.11530.00261.0119.5080.440.630.09028.8173.27553.775SI0.09380.00171.0129.5090.390.560.07423.68187.77558.275SI0.07290.001

rt0.032m3.2cmn1.61.671.810.195460.1963980.19814m1.170.2065686751.20.207310.20836350.21032

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