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• Omar1991

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TERRAPLÉN FUNDACIÓN gs (ton/m )

2.15

2.25

Cs (ton/m2) F S (º)

0

0

30

35

CR (ton/m )

4.1

4.5

F R (º)

22

26

CQ (ton/m )

6.8

7.1

F Q (º)

9

13

3

2

2

ESCALA

100

DOVELA

L (m)

DX (cm)

Yi (cm)

1 2 3 4 5

1.55 2 1.7 1.4 1.25

0.7 1.2 1.2 1.2 1.15

6

1.15

1.15

7

1.15

1.15

8

1.15

1.15

9

0.95

1

10

1

1

0 1.5 3.05 3.45 3.45 0 2.7 0.4 2.05 0.6 1.25 0.65 0.6 0.6 0.4

Yd (cm) DX (m) Yi (m) 1.5 3.05 3.45 3.45 2.7 0.4 2.05 0.6 1.25 0.65 0.6 0.6 0 0.4 0

0.7 1.2 1.2 1.2 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1 1 1

0 1.5 3.05 3.45 3.45 0 2.7 0.4 2.05 0.6 1.25 0.65 0.6 0.6 0.4

Yd (m) 1.5 3.05 3.45 3.45 2.7 0.4 2.05 0.6 1.25 0.65 0.6 0.6 0 0.4 0

Volumen (m3) TIPO TERRENO 0.525 2.73 3.9 4.14 3.53625 0.23 2.73125 0.575 1.8975 0.71875 1.06375 0.71875 0.3 0.5 0.2

T T T T T F T F T F T F T F F

DOVELA 1 2 3 4 5 6

7 8 9

10

SUMERGIDO gs (t/m3)

gs CORR (t/m3) 2.15 2.15 2.15 2.15 2.15 2.25 2.15 2.25 2.15 2.25 2.15 2.25 1.15 1.25 1.25

W (t)

q (º)

hi (cm)

hd (cm)

DLi (cm)

1.13 5.87 8.39 8.90 7.60 0.52 5.87 1.29 4.08 1.62 2.29 1.62 0.35 0.63 0.25

65 50 43 30 16 16 9 9 4 4 -4 -4 -6 -6 -22

0 0 1.5 2.25 2.6

0 1.5 2.25 2.6 2.7

1.55 2 1.7 1.4 1.25

0 0 1.5 2.25 2.6

0 1.5 2.25 2.6 2.7

2.7

2.5

1.15

2.7

2.5

2.5

1.1

1.15

2.5

1.1

1.1

0.6

1.15

1.1

0.6

0.6

0.4

0.95

0.6

0.4

0.4

0

1

0.4

0

NS NS NS NS NS NS NS NS NS NS NS NS S S S

2.15 2.15 2.15 2.15 2.15 2.25 2.15 2.25 2.15 2.25 2.15 2.25 2.15 2.25 2.25

L (m)

TIPO TERRENO (BASE)

W (t)

q (º)

Ui (t/m)

Ud (t/m)

Ub (t/m)

scr (t/m2)

1.55 2 1.7 1.4 1.25 1.15 1.15 1.15 0.95 1

T T T T F F F F F F

1.13 5.87 8.39 8.90 8.12 7.17 5.70 5.37 0.97 0.25

65 50 43 30 16 9 4 -4 -6 -22

0.00 0.00 1.13 2.53 3.38 3.65 3.13 0.61 0.18 0.08

0.00 1.13 2.53 3.38 3.65 3.13 0.61 0.18 0.08 0.00

0.00 1.50 3.19 3.40 3.31 2.99 2.07 0.98 0.48 0.20

23.66 23.66 23.66 23.66 21.18 21.18 21.18 21.18 21.18 21.18

hi (m) hd (m)

DLi (m)

Ui (t/m)

Ud (t/m)

Ub (t/m)

scr (t/m2)

1.55 2 1.7 1.4 1.25

0 0 1.125 2.53125 3.38

0 1.125 2.53125 3.38 3.645

0 1.5 3.1875 3.395 3.3125

23.66 23.66 23.66 23.66 21.18

1.15

3.645

3.125

2.99

1.15

3.125

0.605

2.07

1.15

0.605

0.18

0.9775

0.95

0.18

0.08

0.475

21.18 21.18 21.18

1

0.08

0

0.2

21.18 21.18

MÉTODO DE BISHOP MODIFICADO (CASO EMBALSE LLENO)

FSSUPUESTO

1.1514

DOVELA

ENSAYO

1 2 3 4 5 6 7 8 9 10

SUPUESTO S S S S S S S S S S

VALIDO? OK OK OK OK OK OK OK OK OK OK

TIPO TERRENO

Fi (º)

Ci (ton/m2)

qi (º)

Mqi

Wi (ton)

Ubi (ton/m)

T T T T F F F F F F

30 30 30 30 35 35 35 35 35 35

0 0 0 0 0 0 0 0 0 0

65 50 43 30 16 9 4 -4 -6 -22

0.877 1.027 1.073 1.117 1.129 1.083 1.040 0.955 0.931 0.699

1.13 5.87 8.39 8.90 8.12 7.17 5.70 5.37 0.97 0.25

0.00 1.50 3.19 3.40 3.31 2.99 2.07 0.98 0.48 0.20

FSCALCULADO

R+S/2

SO EMBALSE LLENO)

Li (m) 1.55 2 1.7 1.4 1.25 1.15 1.15 1.15 0.95 1

1.1514

Ni (ton/m) sact (ton/m2) scr (ton/m2) CixLi 1.287 4.777 5.640 5.338 4.373 3.891 3.492 4.605 0.535 0.092

0.830 2.388 3.318 3.813 3.498 3.383 3.037 4.004 0.563 0.092

23.66 23.66 23.66 23.66 21.18 21.18 21.18 21.18 21.18 21.18 SUMATORIA

0 0 0 0 0 0 0 0 0 0 0

Nitgqi

Wisenqi

0.743 2.758 3.256 3.082 3.062 2.724 2.445 3.224 0.374 0.065 21.733

1.023 4.496 5.719 4.451 2.238 1.121 0.397 -0.375 -0.101 -0.094 18.875

MÉTODO DE CÍRCULO SUECO MODIFICADO (CASO EMBALSE LLENO) FSSUPUESTO 1.05971 32 a DOVELA

1 2 3 4 5 6 7 8 9 10

ENSAYO SUP REAL

S S S S S S S S S S

S S S S S S S S S S

TIPO DE TERRENO

Fi (º)

T T T T T F F F F F

30 30 30 30 30 35 35 35 35 35

Factor Sismo

Ci (ton/m2) Fi (rad) DLi (m)

0 0 0 0 0 0 0 0 0 0

0.524 0.524 0.524 0.524 0.524 0.611 0.611 0.611 0.611 0.611

1.55 2 1.7 1.4 1.25 1.15 1.15 1.15 0.95 1

Cdi (ton/m2)

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.05

Fdi (º) qi (º)

28.58 28.58 28.58 28.58 28.58 33.45 33.45 33.45 33.45 33.45

65 50 43 30 16 9 4 -4 -6 -22

bi (º)

W (ton/m)

53.58 68.58 75.58 88.58 102.58 114.45 119.45 127.45 129.45 145.45

1.13 5.87 8.39 8.90 8.12 7.17 5.70 5.37 0.97 0.25

Ubi (ton/m)

Udi (ton/m)

0.00 1.50 3.19 3.40 3.31 2.99 2.07 0.98 0.48 0.20

0.00 1.13 2.53 3.38 3.65 3.13 0.61 0.18 0.08 0.00

Uii (ton/m) Fsi (ton/m)

0.00 0.00 1.13 2.53 3.38 3.65 3.13 0.61 0.18 0.08

0.0564375 0.293475 0.41925 0.44505 0.4060219 0.3582969 0.2848406 0.2686688 0.0485 0.0125

Fdi (ton/m)

Ni (ton/m)

sact (ton/m2)

scr

Ei

0.9300901474 4.0607404025 4.7257471268 5.0754799665 5.0932310814 5.1743723343 3.1749058433 9.6837981367 1.1621039356 1.0232289675

0.817 3.566 4.150 4.457 4.473 4.317 2.649 8.079 0.970 0.854

0.527 1.783 2.441 3.184 3.578 3.754 2.303 7.026 1.021 0.854

23.66 23.66 23.66 23.66 21.18 21.18 21.18 21.18 21.18 21.18

0.71764867 2.84061 5.6276239 7.30130756 7.23591526 6.29724962 7.93396593 1.72725369 0.97301133 -8.7432E-05

R+S/2