Wefwe
Páginas: 4 (944 palabras)
Publicado: 12 de septiembre de 2012
Suelo Cohesivo
Tabla Taludes (Figura 1) DOVELA = 1.98m
Dovela | Área | ɣ (Ton/m3) | W (Ton) | di (m) | Mr (Ton-m) |
1 | 0.18 | 1.6 | 0.288 | - 8.17 | - 2.35296 |
2| 0.37 | 1.6 | 0.592 | - 6.19 | - 3.66448 |
3 | 0.24 | 1.6 | 0.384 | - 4.21 | - 1.61664 |
4 | 2.17 | 1.6 | 3.472 | - 2.22 | - 7.70784 |
5 | 5.17 | 1.6 | 8.272 | -0.24 | - 1.98528 |
6 | 7.75 |1.6 | 12.4 | 1.74 | 21.576 |
7 | 9.84 | 1.6 | 15.744 | 3.72 | 58.56768 |
8 | 9.05 | 1.6 | 14.48 | 5.7 | 82.536 |
9 | 6.05 | 1.6 | 9.68 | 7.69 | 74.4392 |
10 | 2.19 | 1.6 | 3.504 | 9.67 |33.88368 |
ΣMr = 253.67536
Tabla Taludes (Figura 2) DOVELA = 1.99m
Dovela | Área | ɣ (Ton/m3) | W (Ton) | di (m) | Mr (Ton-m) |
1 | 1.86 | 1.6 | 2.976 | - 2.525 | - 7.5144|
2 | 5.33 | 1.6 | 8.528 | - 0.535 | - 4.56248 |
3 | 8.28 | 1.6 | 13.248 | 1.455 | 19.27584 |
4 | 10.65 | 1.6 | 17.04 | 3.445 | 58.7028 |
5 | 10.43 | 1.6 | 16.688 | 5.435 | 90.69928 |
6 |7.26 | 1.6 | 11.616 | 7.425 | 86.2488 |
7 | 2.71 | 1.6 | 4.336 | 9.415 | 40.82344 |
ΣMr = 283.67328
Tabla Taludes (Figura 3) DOVELA = 1.836m
Dovela | Área | ɣ (Ton/m3)| W (Ton) | di (m) | Mr (Ton-m) |
1 | 1.71 | 1.6 | 2.736 | - 1.598 | - 4.372128 |
2 | 4.88 | 1.6 | 7.808 | 0.242 | 1.889536 |
3 | 7.65 | 1.6 | 12.24 | 2.078 | 25.43472 |
4 | 9.20 | 1.6 |14.72 | 3.918 | 57.67296 |
5 | 7.74 | 1.6 | 12.384 | 5.748 | 71.183232 |
6 | 5.37 | 1.6 | 8.592 | 7.518 | 64.594656 |
7 | 2.09 | 1.6 | 3.344 | 9.418 | 31.493792 |
ΣMr = 247.896768
Suelo Cohesivo– Friccionante
Tabla Taludes (Figura 1) DOVELA = 1.99m
Dovela | Área | ɣ (Ton/m3) | W (Ton) | θ (°) | C (tm2) | Φ (°) | T | N | ∆L | Si | Si*∆L |
1 | 0.18 | 1.6 |0.288 | 28 | 1.2 | 22 | 0.1352 | 0.2542 | 1.3644 | 1.2752 | 1.7398 |
2 | 0.37 | 1.6 | 0.592 | 22 | 1.2 | 22 | 0.2217 | 0.5488 | 1.3644 | 1.3625 | 1.8589 |
3 | 0.24 | 1.6 | 0.384 | 15 | 1.2 | 22 |...
Tabla Taludes (Figura 1) DOVELA = 1.98m
Dovela | Área | ɣ (Ton/m3) | W (Ton) | di (m) | Mr (Ton-m) |
1 | 0.18 | 1.6 | 0.288 | - 8.17 | - 2.35296 |
2| 0.37 | 1.6 | 0.592 | - 6.19 | - 3.66448 |
3 | 0.24 | 1.6 | 0.384 | - 4.21 | - 1.61664 |
4 | 2.17 | 1.6 | 3.472 | - 2.22 | - 7.70784 |
5 | 5.17 | 1.6 | 8.272 | -0.24 | - 1.98528 |
6 | 7.75 |1.6 | 12.4 | 1.74 | 21.576 |
7 | 9.84 | 1.6 | 15.744 | 3.72 | 58.56768 |
8 | 9.05 | 1.6 | 14.48 | 5.7 | 82.536 |
9 | 6.05 | 1.6 | 9.68 | 7.69 | 74.4392 |
10 | 2.19 | 1.6 | 3.504 | 9.67 |33.88368 |
ΣMr = 253.67536
Tabla Taludes (Figura 2) DOVELA = 1.99m
Dovela | Área | ɣ (Ton/m3) | W (Ton) | di (m) | Mr (Ton-m) |
1 | 1.86 | 1.6 | 2.976 | - 2.525 | - 7.5144|
2 | 5.33 | 1.6 | 8.528 | - 0.535 | - 4.56248 |
3 | 8.28 | 1.6 | 13.248 | 1.455 | 19.27584 |
4 | 10.65 | 1.6 | 17.04 | 3.445 | 58.7028 |
5 | 10.43 | 1.6 | 16.688 | 5.435 | 90.69928 |
6 |7.26 | 1.6 | 11.616 | 7.425 | 86.2488 |
7 | 2.71 | 1.6 | 4.336 | 9.415 | 40.82344 |
ΣMr = 283.67328
Tabla Taludes (Figura 3) DOVELA = 1.836m
Dovela | Área | ɣ (Ton/m3)| W (Ton) | di (m) | Mr (Ton-m) |
1 | 1.71 | 1.6 | 2.736 | - 1.598 | - 4.372128 |
2 | 4.88 | 1.6 | 7.808 | 0.242 | 1.889536 |
3 | 7.65 | 1.6 | 12.24 | 2.078 | 25.43472 |
4 | 9.20 | 1.6 |14.72 | 3.918 | 57.67296 |
5 | 7.74 | 1.6 | 12.384 | 5.748 | 71.183232 |
6 | 5.37 | 1.6 | 8.592 | 7.518 | 64.594656 |
7 | 2.09 | 1.6 | 3.344 | 9.418 | 31.493792 |
ΣMr = 247.896768
Suelo Cohesivo– Friccionante
Tabla Taludes (Figura 1) DOVELA = 1.99m
Dovela | Área | ɣ (Ton/m3) | W (Ton) | θ (°) | C (tm2) | Φ (°) | T | N | ∆L | Si | Si*∆L |
1 | 0.18 | 1.6 |0.288 | 28 | 1.2 | 22 | 0.1352 | 0.2542 | 1.3644 | 1.2752 | 1.7398 |
2 | 0.37 | 1.6 | 0.592 | 22 | 1.2 | 22 | 0.2217 | 0.5488 | 1.3644 | 1.3625 | 1.8589 |
3 | 0.24 | 1.6 | 0.384 | 15 | 1.2 | 22 |...
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