Cuadros Estud Geomec General AG_2015 - Copia

7172019 Cuadros Estud Geomec General AG_2015 - Copia

httpslidepdfcomreaderfullcuadros-estud-geomec-general-ag2015-copia 135

LITOLOGIacuteA DESCRIPCIOacuteN SISTEMA 1

BRECHA VOLCAacuteNICA Y LAVA ANDESIacuteTICARUMBO BUZAMIENTO N 52deg E 68deg SE

D BUZAMIENTO BUZ 12deg 68deg



SISTEMA 2 SISTEMA SISTEMA

N deg $ ampdeg S$ N 5deg $ 5deg NE N ampdeg E 5deg N$

2deg ampdeg 5deg 5deg ampdeg 5deg



TIPO DE ROCA RANGO RMR RANGO CALIDAD S

I 81 ) 1 611 ) 582 MUY

II 61 ) 8 661 ) 56 BU

III A 51 ) 6 218 ) 5amp2 REGULAR B 1 ) 5 1 ) 1amp5

IVA 1 ) 2 ) 6

MALAB 21 ) 8 ) 21

V ) 2 MUY



G(N RMR

UENA

NA

AB

A

B

ALA



LITOLOGIacuteA RANGO NR+

BRECHA VOLCAacuteNICA 2 ) 6

LAVA ANDESIacuteTICA ) 5

NR NUacuteMERO DE REBOTES CON EL MARTILLO SCHMIDT



261 ) 2 8

15 ) 18 22

RANGO - M0 PROM - M0



LITOLOGIacuteA AacuteNGULO DE RICCIOacuteN deg

BRECHA VOLCAacuteNICA 5amp

LAVA ANDESIacuteTICA 28



COHESIOacuteN MP0

22

525



LITOLOGIacuteA GSI- 3

44 DMP0 7-

BRECHA VOLCAacuteNICA 2amp 8 2 1amp 5

LAVA ANDESIacuteTICA 5 22 2 25 5



C9 Hlt ) B=gtMR

E E

0 MP0 MP0

66 1 52 5 225 amp1amp1amp22amp6

212 1 56 288amp2 258amp28







ESUERZO VER

DENSIDAD DEL MEDIO ROCOSO 3 2

ENCAMPANE DE LA ECAVACIOacuteN

ESUERZO VERTICAL

E 25amp


CONSTANTE DE RADIO DE ESUERZO lt 1

ESUERZO VERTICAL

ESUERZO HORIZONTAL amp

ESUERZO VER


ENCAMPANE DE LA ECAVACIOacuteN 1

ESUERZO VERTICAL 2



ESUERZO VERTICAL 2

ESUERZO HORIZONTAL 22

ESUERZO HORIZONTAL A PARTIR DE MO

MOacuteDULO DE DEORMACIOacuteN HORIZONTALTECTOacuteNICA

ESUERZO HORIZONTAL EN





ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0

ULOS DE DEORMACIOacuteN TECTOacuteNICA DE 1 GP0

AMPANES MENORES A 1 METROS

= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9

ANCHO DEL TUNEL BCOEICIENTE DE RESISTENCIA DE ROCA ANGULO DE ROZAMIENTO INTERNO ϕ

DENSIDAD DEL MEDIO ROCOSO 3LONGITUD HORIZONTAL INLUENCIADA DISTANCIA DE LA CARGA POR HASTIAL 090ALTURA DE CARGA HPRESION VERTICAL SOBRE LA CORONA

CARGAS PRESIONES LATERALES PL

CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ

) PL MODELO EMPIacuteRICO DE PROTODYAONOV

(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9

ANCHO DEL TUNEL BCONSTANTE EUIVALENTE DE TERZAGHI PESO ESPECIacuteICO DEL MEDIO ROCOSO CAPACIDAD DE CARGA DEL SOSTENIMIENTO PASIVO $ ALTURA DE CARGA H

CARGA PORTANTE VERTICAL DE ROCA $

ESPACIAMIENTO DEL SOSTENIMIENTO PASIVO

CARGA PORTANTE VERTIC



2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp

L ) $ MODELO EMPIacuteRICO DE TERZAGHI

)=(+

= )(lowast

=radic( ) )(











LADO 1 DEL PILAR =1 25


ALTURA DEL PILAR H 25

ABERTURA 1 ENTRE PILAR Y HASTIAL B1 25


AacuteREA DEL PILAR $ 625

AacuteREA DE CARGA A SOPORTAR C 25

ESUERZO VERTICAL NORMAL 12

ESUERZO AIAL COM(N DEL PILAR 8

6

CAPACIDAD ESUERZO DEL PILAR S 5

ACTOR DE SEGURIDAD DEL PILAR 1

ESTABILIDAD IacuteSICA DE PILARES MO

RESISTENCIA COMPRESIVA GLOBAL DEL MEDIOROCOSO Rocdata - Rocscience Inc





TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5

ELO EMPIacuteRICO DE CAacuteLCULO NUMKRICO

= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









SISTEMA 2 SISTEMA SISTEMA

N deg $ ampdeg S$ N 5deg $ 5deg NE N ampdeg E 5deg N$

2deg ampdeg 5deg 5deg ampdeg 5deg




I 81 ) 1 611 ) 582 MUY

II 61 ) 8 661 ) 56 BU


IVA 1 ) 2 ) 6

MALAB 21 ) 8 ) 21

V ) 2 MUY



G(N RMR

UENA

NA

AB

A

B

ALA









261 ) 2 8

15 ) 18 22









COHESIOacuteN MP0

22

525




44 DMP0 7-





C9 Hlt ) B=gtMR

E E

0 MP0 MP0

66 1 52 5 225 amp1amp1amp22amp6

212 1 56 288amp2 258amp28







ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(










I 81 ) 1 611 ) 582 MUY

II 61 ) 8 661 ) 56 BU


IVA 1 ) 2 ) 6

MALAB 21 ) 8 ) 21

V ) 2 MUY



G(N RMR

UENA

NA

AB

A

B

ALA









261 ) 2 8

15 ) 18 22









COHESIOacuteN MP0

22

525




44 DMP0 7-





C9 Hlt ) B=gtMR

E E

0 MP0 MP0

66 1 52 5 225 amp1amp1amp22amp6

212 1 56 288amp2 258amp28







ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









G(N RMR

UENA

NA

AB

A

B

ALA









261 ) 2 8

15 ) 18 22









COHESIOacuteN MP0

22

525




44 DMP0 7-





C9 Hlt ) B=gtMR

E E

0 MP0 MP0

66 1 52 5 225 amp1amp1amp22amp6

212 1 56 288amp2 258amp28







ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(















261 ) 2 8

15 ) 18 22









COHESIOacuteN MP0

22

525




44 DMP0 7-





C9 Hlt ) B=gtMR

E E

0 MP0 MP0

66 1 52 5 225 amp1amp1amp22amp6

212 1 56 288amp2 258amp28







ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









261 ) 2 8

15 ) 18 22









COHESIOacuteN MP0

22

525




44 DMP0 7-





C9 Hlt ) B=gtMR

E E

0 MP0 MP0

66 1 52 5 225 amp1amp1amp22amp6

212 1 56 288amp2 258amp28







ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(














COHESIOacuteN MP0

22

525




44 DMP0 7-





C9 Hlt ) B=gtMR

E E

0 MP0 MP0

66 1 52 5 225 amp1amp1amp22amp6

212 1 56 288amp2 258amp28







ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









COHESIOacuteN MP0

22

525




44 DMP0 7-





C9 Hlt ) B=gtMR

E E

0 MP0 MP0

66 1 52 5 225 amp1amp1amp22amp6

212 1 56 288amp2 258amp28







ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(










44 DMP0 7-





C9 Hlt ) B=gtMR

E E

0 MP0 MP0

66 1 52 5 225 amp1amp1amp22amp6

212 1 56 288amp2 258amp28







ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









C9 Hlt ) B=gtMR

E E

0 MP0 MP0

66 1 52 5 225 amp1amp1amp22amp6

212 1 56 288amp2 258amp28







ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(













ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(











ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









ESUERZO VER



ESUERZO VERTICAL

E 25amp



ESUERZO VERTICAL


ESUERZO VER



ESUERZO VERTICAL 2



ESUERZO VERTICAL 2









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(











ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









ICAL

TgtF 2 MNF 2 MP0

MP0

GP0

MP0

MP0

ICAL

lt7F 2 MNF 2 MP0

MP0

MP0

MP0



= )(ℎ)(

ℎ = ) )( (

=(025)+[(7) ℎ)(0001+1ℎ)](

ℎ = ) )( (

(100ℎ)+03 lt(1500ℎ)+05lt

= )(ℎ)(

= )(ℎ)(

= )(ℎ)(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(



















ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(

















ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(















ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(













ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(











ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









ALTURA DEL TUNEL H9




CARGAS LATERALES



2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









2

2 2

deg

2 TgtF

52

1

1

21 TgtJ

1amp TgtJ


(2 )= lowast

= )+(05 )[( lowast 〗〖1038389 ^2 (45 2)]+

+(2 ) (45 2)]= lowast [ minus







ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(













ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(











ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









ALTURA DEL TUNEL H9







2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









2

2 11

2 TgtF

15 Tgt

528

126 Tgt

1amp


)=(+

= )(lowast

=radic( ) )(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(


























6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(
























6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(






















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(




















6









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(











TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(









TgtF 2 MNF 2 MP0

J

J

MP0

MP0

MP0

MP0

5


= )(ℎ)(

= 1) 2)( (

=[ ) )]( (

= )(

= 1 1) 2 2)( + ( +

= )(

[( 1 2)2)^046 ]( +

)^066(



















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Cuadros Estud Geomec General AG_2015 - Copia