Asentamiento Sp

Datos B L A Q q U% LL Cc Cs estrato de arcilla e0 Cv

Estratos 1 2

m1=L/B 1.83 1.83 3.35 m² 900.00 kN 268.74 90%

Inf Med Sup

1 1 1 Δσprom

0.25 0.06 3.05 0.8 0.0030 cm

Estrato 1 ɣw 2 ɣw 3 ɣw

debajo de zapata

1.22 3.05

σ'c 100

σ'0 o σ'f 49.83

ARCILLA SOBRECONSOLIDADA

U(%) 90%

Tv 0.848

t 10.32

Z(m)

σ'0 σ'f

n1= z/(B/2) 1.22 1.33 2.745 3.00 4.27 4.67

61.0902087

z 1.52 1.52 1.22 1.22 3.05 3.05 49.83 110.92

Sp 4.98

gama 15.7 0 19.24 9.81 19.29 9.81

Ic^a

Δσ=q0*Ic^b 0.564 151.57 0.179 48.11 0.0839 22.55

Ic1 n1 Ic2 n2 n Ic

0.108 4 0.072 5 4.67 0.0839

m1 n1 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00

1 0.994 0.960 0.892 0.800 0.701 0.606 0.522 0.449 0.388 0.336 0.179 0.108 0.072 0.051 0.038 0.029 0.023 0.019

2 0.997 0.976 0.932 0.870 0.800 0.727 0.658 0.593 0.534 0.481 0.293 0.190 0.131 0.095 0.072 0.056 0.045 0.037

3 0.997 0.977 0.936 0.878 0.814 0.748 0.685 0.627 0.573 0.525 0.348 0.241 0.174 0.130 0.100 0.079 0.064 0.053

4 0.997 0.977 0.936 0.878 0.814 0.748 0.685 0.627 0.573 0.525 0.348 0.241 0.174 0.130 0.100 0.079 0.064 0.053

5 0.997 0.977 0.937 0.881 0.818 0.754 0.694 0.639 0.590 0.545 0.384 0.285 0.219 0.172 0.139 0.113 0.094 0.079

6 0.997 0.977

7 0.997 0.977

8 0.997 0.977

9 0.997 0.977

10 0.997 0.977

Datos L B α0 q m'

Pi 3 3 0.12 0.93 1

Pf 0 16.4 32.8

N60 Sinmediato

ɣsat 16.4 32.8 65.6 26.25 0.020925

N60 127.3 127.3 127.3

20 25 30

L D c Ɣsat Ф Ɣw

15.24 0.406 76.70 kN/m² 19.02 kN/m² 0° 9.81

Metodo alpha As α Cu

19.44 0.6 76.70 kN/m²

Qs

894.56

Metodo loda σ'0 λ As

70.18 kN/m² 0.205 19.44

Qs

890.9392143

Nc* Ap Qp

0.1294618917 0