Estabilidad de Taludes

ESTABILIZACION ESTABILIZACION DE TALUDES Datos geotecnicos Cu 18 ( )

Datos geometricos H 5. 5.3 (m)

φ

20

β

39. 5

(m)

ϒs

18

co cos!

sen!

"#

$i

° (

)

Metodo de Fellenius i ( )

!

0.5

9.0

%20.0

0.9&

%0.3&

8.&'

1 . 0'

1.&

1.&

25 . 2

%12.0

0.98

%0.21

2&.'5

1. 02

1

2

2

3' . 0

%&.0

1.00

%0.0

35.91

1. 00

&

1

2.'

2.'

&' . 8

&. 0

1.00

0.0

&'.'9

1 . 00

5

1

3.1

3.1

55 . 8

11.0

0.98

0.19

5&.

1 . 02

'

1

3.9

3.9

0 . 2

19.0

0.95

0.33

''.38

1 . 0'



1

3.5

3.5

'3 . 0

2.0

0.89

0.&5

5'.13

1 . 12

8

1

3.5

3.5

'3 . 0

3'.0

0.81

0.59

50.9

1 . 2&

9

1

3.05

3.05

5& . 9

&'.0

0.'9

0.2

38.1&

1 . &&

10

1.25

1.8

2.25

&0 . 5

59.0

0.52

0.8'

20.8'

2. &3

"° *e *o+ela

anc,o m

1

1

0.5

2

1

3

altura m area i (m2)

 



ESTABILIZACION DE TALUDES Datos geotecnicos Cu 18 ( )

Datos geometricos H 5.3 (m)

φ

20

β

39.5

(m)

ϒs

18

cos!

sen!

$i

C

° (

)

Metodo deBishop modifcado

"° *e *o+ela

anc,o m

i ( )

!

altura m area i (m2)

1 1 2 1 3 1 & 1 5 1 ' 1  1 8 1 9 1 10 1.25

 

0.5

0.5

9.0

%20.0

0.9&

%0.3&

1.0'

19.1'

1.&

1.&

25.2

%12.0

0.98

%0.21

1.02

18.&0

2

2

3'.0

%&.0

1.00

%0.0

1.00

18.0&

2.'

2.'

&'.8

&.0

1.00

0.0

1.00

18.0&

3.1

3.1

55.8

11.0

0.98

0.19

1.02

18.3&

3.9

3.9

0.2

19.0

0.95

0.33

1.0'

19.0&

3.5

3.5

'3.0

2.0

0.89

0.&5

1.12

20.20

3.5

3.5

'3.0

3'.0

0.81

0.59

1.2&

22.25

3.05

3.05

5&.9

&'.0

0.'9

0.2

1.&&

25.91

1.8

2.25

&0.5

59.0

0.52

0.8'

2.&3

&3.'9

ITEACION ! "#-sen!

m!

"#

C/ "#-tagφ

"#-sen!

m!

1.0

2.0

%0.98

%11.23

15.0

3.8&

%0.9

.35

'.3

%0.19

%13.9

%31.80

28.'8

%0.18

99.1

5&.10   %'.9

0.'1

'0.1&

39.93

%&.19

0.'1

1.'

28.&

28.38

2.0

1.39

33.39

30.20

2.33

1.39

2.

20.0

25.'3

3.8

2.05

2'.'2

28.03

5.08

2.05

3.9

1.3

25.3&

5.'

2.8

2&.58

2.98

8.00

2.'

5.0

11.

2&.&

5.3

3.&&

1.&'

2'.5'

.93

3.&3

'.1

9.3

25.'2

5.&

&.12

1&.32

2.&'

8.&1

&.09

.2

'.&

28.23

&.'

&.&

10.35

29.'8

.&5

&.1

10.2

2.1

&&.&

1.8

'.5&

&.&0

&5.29

3.

'.50

m!

"#

%2.1

%5.

%0.9

%30

0.&



C/ "#-tagφ

ITEACION "

280.'5

29.99



238.39

1.30

ietracion 1 2 3



ESTABILIZACION DE TALUDES Datos geotecnicos Cu 18 ( )

Datos geometricos H 5.3 (m)

φ

20

β

39.5

(m)

ϒs

18

cos!

sen!

$i

C

° (

)

Metodo de $am%u

"° *e *o+ela

anc,o m

i ( )

!

altura m area i (m2)

1 1 2 1 3 1 & 1 5 1 ' 1  1 8 1 9 1 10 1.25

 

0.5

0.5

9.0

%20.0

0.9&

%0.3&

1.0'

19.1'

1.&

1.&

25.2

%12.0

0.98

%0.21

1.02

18.&0

2

2

3'.0

%&.0

1.00

%0.0

1.00

18.0&

2.'

2.'

&'.8

&.0

1.00

0.0

1.00

18.0&

3.1

3.1

55.8

11.0

0.98

0.19

1.02

18.3&

3.9

3.9

0.2

19.0

0.95

0.33

1.0'

19.0&

3.5

3.5

'3.0

2.0

0.89

0.&5

1.12

20.20

3.5

3.5

'3.0

3'.0

0.81

0.59

1.2&

22.25

3.05

3.05

5&.9

&'.0

0.'9

0.2

1.&&

25.91

1.8

2.25

&0.5

59.0

0.52

0.8'

2.&3

&3.'9

m!

4C" 1

4C" 2

m!

"#

(C / "#-tagφ)cos!

"#-sen!

m!

"#

(C / "#-tagφ)cos!

"#-sen!

%2.1

%5.

1'.0

2.0

%1.5

%.'

15.&

2.'

 

%1.0

%0.9

%30.&

.2

'.3

%0.5

%51.5

%0.3

10.

 

%0.2

0.&

99

5&.0

%

0.5

3.

&&.8

%5.1

0.'

1.'

28.&

28.3

2.0

1.5

30.9

29.2

2.2

1.&

2.

20.0

25.2

3.8

2.&

23.1

2'.3

&.&

2.1

3.9

1.3

2&.0

5.'

3.3

20.'

25.1

'.

2.8

5.0

11.

21.8

5.3

&.2

1&.3

22.'

'.5

3.5

'.1

9.3

20.

5.&

5.0

11.5

21.&

'.

&.2

.2

'.&

19.'

&.'

 

5.9

8.1

20.0

5.8

&.9

10.2

2.1

22.9

1.8

 

8.2

3.1

23.1

2.

'.

239.

30.0



22.5

&3.1



ietracion 1

2 3



ESTABILIZACION DE TALUDES Datos geotecnicos Cu 18 ( )

Datos geometricos H 5.3 (m)

φ

20

β

ϒs

18

° (

39.5

(m)

)

cotagφ 2.&&

Metodo de &'e( 4 "° *e *o+ela

1 2 3 & 5 '  8 9

anc,o m

i ( )

!

cos!

sen!

altura m area i (m2)

6

(/Cu-7-ct (sen!/cos!-c tagφ) agφ)

1

0.5

0.5

9.0

%20.0

0.9&

%0.3&

58.5

2.2

1

1.&

1.&

25.2

%12.0

0.98

%0.21

&.

2.5

1

2

2

3'.0

%&.0

1.00

%0.0

85.5

2.

1

2.'

2.'

&'.8

&.0

1.00

0.0

9'.3

2.8

1

3.1

3.1

55.8

11.0

0.98

0.19

 

105.3

2.9

1

3.9

3.9

0.2

19.0

0.95

0.33

 

119.

2.9

1

3.5

3.5

'3.0

2.0

0.89

0.&5

 

112.5

2.9

1

3.5

3.5

'3.0

3'.0

0.81

0.59

 

112.5

2.8

1

3.05

3.05

5&.9

&'.0

0.'9

0.2

 

10&.&

2.'

10 1.25

1.8

2.25

&0.5

59.0

0.52

0.8'

 

102.3

2.3 



s

C

C / "#tagφ

isen!

19.1'

22.2

%3.1

18.&0

2.&

%5.2

18.0&

31.1

%2.5

18.0&

35.0

3.3

18.3&

38.3

10.'

19.0&

&3.2

22.9

20.20

&0.'

28.'

22.25

&0.8

3.0

25.91

39.8

39.5

&3.'9

51.3

3&.



3'9.

1'5.8

2.23

ITEACION # "#

C/ "#-tagφ

"#-sen!

%11.38

15.02

3.89

%1&&.5

%3&.18

30.0&

59.8&

39.82

%&.1

33.&'

30.22

2.33

2'.3

28.0

5.10

2&.1

28.03

8.0&

1.5'

2'.59

.9

1&.&1

2.&9

8.&

10.&3

29.1

.50

&.&5

&5.30

3.81

23'.08

2.98



s a*o

s

calc

2.00

9.&

3.20

3.3

3.22

3.2

s

3.22

4C" 3 "#

(C / "#-tagφ)cos!

"#-sen!

%10.'

1&.&

3.'

%115.&

%23.1

2&.0

'1.&

&0.3

%&.3

33.1

30.0

2.3

2'.2

2.3

5.0

2&.0

2'.3

.8

1.0

23.5

.

13.9

22.1

8.2

10.0

20.5

.2

&.2

23.3

3.'



20&.

'5.2

s a*o

2

s

calc

.99

2.5 3.1 s

5.25 3.138 3.10

46

sen!

2'.1

%3.1

30.1

%5.2

32.0

%2.5

3&.2

3.3

3'.&

10.'

&0.9

22.9

38.8

28.'

&0.0

3.0

39.

39.5

s

&5.0

3&.

3'3.3

1'5.8

2.19