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UNIVERSIDAD NACIONAL DE TRUJILLOUNIVERSIDAD NACIONAL DE
TRUJILLOUNIVERSIDAD NACIONAL DE TRUJILLOUNIVERSIDAD NACIONAL DE
TRUJILLOUNIVERSIDAD NACIONAL DE TRUJILLOUNIVERSIDAD NACIONAL DE
TRUJILLOUNIVERSIDAD NACIONAL DE TRUJILLOUNIVERSIDAD NACIONAL DE
TRUJILLO
ESCUELA DE INGENIERIA DE MINAS ESCUELA DE INGENIERIA DE
MINAS
MECANICA DE ROCAS MECANICA DE ROCAS
TEMA:TEMA:
ROCK MASS CLASSIFICATION AND ROCK MASS CLASSIFICATION
AND ROCK MASS CLASSIFICATION AND ROCK MASS CLASSIFICATION
AND ROCK MASS CLASSIFICATION AND ROCK MASS CLASSIFICATION
AND ROCK MASS CLASSIFICATION AND ROCK MASS CLASSIFICATION
AND
CHRARACTERIZATION SYSTEMS CHRARACTERIZATION
SYSTEMS CHRARACTERIZATION
SYSTEMS CHRARACTERIZATION
SYSTEMS CHRARACTERIZATION
SYSTEMS CHRARACTERIZATION
SYSTEMS CHRARACTERIZATION
SYSTEMS CHRARACTERIZATION
SYSTEMS CATEDRA:CATEDRA:
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RELAJAMIENTO
ANCHO DEROCA EN
MOVIMIENTO
FUERZAS DE FRICCION
EFECTIVA
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CONCEPTO DE TERZAGHI
El concepto usado por Terzaghi para estimar la carga de roca
transmitida a los marcos de
acero para el soporte de un tunel se ilustra en el diagrama
simplificado de la figura 1.
Durante la construcción del tunel habrá algún relajamiento de la
cohesión de la formaciónrocosa arriba y en los lados del tunel. La
roca suelta dentro del area a c d b tenderá a
límites laterales a c y b d y estas fuerzas de fricción
transfieren la parte más importante del
peso de la carga de la roca W1 y al material de los lados
del tunel. El techo y los lados del
tunel no tienen que soportar más que el resto de la carga que
equivale a una alura Hp. Elancho B1 de la zona de la roca
donde existe el movimiento, dependerá de las caracteristicas
de la roca y de las dimensiones H1 y B del
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CONCEPTUAL REFLECTIONS
GRAND CONCEPT
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NATM OBJETIVESNATM
OBJETIVESINMEDIATELLY INMEDIATELLY
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RECOMENDACIONES DE FORTIFICACION SEGUN DEERERECOMENDACIONES DE
FORTIFICACION SEGUN DEERE
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Pliegueplegado
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plano
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ROCK MASS RATING (RMR )
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SIX PARAMETERSSIX PARAMETERS
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DIVITION OF ROCK MASSDIVITION OF ROCK MASS
IN STRUCTURAL REGIONSIN STRUCTURAL REGIONS
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IN STRUCTURAL REGIONSIN STRUCTURAL REGIONS
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RMRRMR PRESENTATIONPRESENTATION
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RMR RMR PRESENTATIONPRESENTATION
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EXAMPLE OFEXAMPLE OF
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RMR APPLICATIONRMR APPLICATION
LIGERAMENTE METEORIZADO
MOJADO
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HUMEDO
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SECO HUMEDO MO ADO CHORRO04/05/2009 67OLIVER GAGO PORRAS
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HUMEDO
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SUPPORT RECOMMENDEDSUPPORT RECOMMENDED
see TABLE 4.5see TABLE 4.5
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RMR ANDRMR AND
ROCK MASS CATEGORY ROCK MASS CATEGORY
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EXCAVATION STABLE FOR TIMEEXCAVATION STABLE FOR TIME
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LABOR TEMPORAL
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º
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APPLICATION EXAMPLE APPLICATION
EXAMPLE APPLICATION EXAMPLE APPLICATION
EXAMPLE APPLICATION EXAMPLE APPLICATION
EXAMPLE APPLICATION EXAMPLE APPLICATION EXAMPLE
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º
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SOLUTIONSOLUTION
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CRUSHER STATIONCRUSHER STATION
CATEGORY CATEGORY
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VALUES of D VALUES of Dee and Qand Q
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from EXCAVATION CATEGORY from EXCAVATION CATEGORY
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BLASTING DAMAGEBLASTING DAMAGE
REDUCTION IN VALUE OF QREDUCTION IN VALUE OF Q
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VOLADURA CONTROLADA
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RQD AND Q, REDUCEDRQD AND Q, REDUCED
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OG1
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Diapositiva 109
OG1 OLIVER GAGO, 27/07/2008
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OGP1
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Diapositiva 164
OGP1 CONSIDERA OCHO TESTS GRANDES FUERON USADOS PARA ENCONTRAR
JP (PARAMETRO DE DISCONTINUIDAD)OLIVER GAGO PORRAS, 29/07/2008
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