OBRAS HIDRAÚLICAS:

ESTABILIDAD DE TALUD POR EL MÉTODO DE BISHOP SIMPLIFICADO

UCV LIMA-PERÚ 2014

ESCUELA ACADÉMICO-PROFESIONAL

INGENIERÍA CIVIL

Alumno:

Gutiérrez Castillo, Albert André

DOCENTE:

FREDDY MANUEL FRANCO ALVARADO

CICLO VI

LIMA, 14 OCTUBRE DE 2014

DATOS DE ENTRADA:

Radio 44.2F.S. 1.2

Dovela φ' B X C' Tgφ Senα Cosα1 2 3 4 5 6 7 8

1 32 7.25 35 2 0.625 0.792 0.6112 29 23.5 20 0 0.554 0.452 0.8923 29 8.9 4.6 0 0.554 0.104 0.9954 29 18.5 -7.25 0 0.554 0.164 0.9865 29 6.5 -20.5 0 0.554 0.464 0.886

Dovela Tgα Secα Tgα*Tgφ' 1+ (11/F.S.)

ƞ= 1/12 є= 13*10

1 9 10 11 12 13 14 15

1 1.296 1.637 0.810 1.675 0.597 0.977 11.8662 0.507 1.121 0.281 1.234 0.810 0.908 26.3453 0.105 1.005 0.058 1.048 0.954 0.959 8.9454 0.166 1.014 0.092 1.077 0.929 0.942 18.7635 0.524 1.129 0.290 1.242 0.805 0.909 7.336

Dovela Z1 Z2 Z3 Z41 16 17 18 19 20 21 22

1 14.168 7.5 1.5 0 0 13.5 2.972 0.000 5.4 13.1 0 0 9.72 25.9383 0 0 15.6 0 0 0 30.8884 0 0 10.6 0 0 0 20.9885 0 0 2.9 0 0 0 5.742

14.168

Dovela1 23 24 25 26 27

1 0 0 16.47 119.408 4179.2632 0 0 35.658 837.963 16759.2603 0 0 30.888 274.903 1264.5554 0 0 20.988 388.278 -2815.0165 0 0 5.742 37.323 -765.122

18622.940

Dovela1 28 29 30 31 32

1 1.5 1.5 10.875 108.533 66.28022 13.1 13.1 307.850 530.113 266.79363 15.6 15.6 138.840 136.063 72.25524 10.6 10.6 196.100 192.178 100.29225 2.9 2.9 18.850 18.473 9.3008

514.9221

REEMPLAZAMOS EN LA SIGUIENTE FÓRMULA:

F . S=1.2557

Error=1.2557−1.2

Error=0.055 7