Producto 02 -Geotecnia Metro de Bogota

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Producto 02 -Geotecnia Metro de Bogota

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DISEÑO PARA LA PRIMERA LÍNEA DEL METRO EN EL MA

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PRODUCTO 02: ESTUDIO GEOTÉCNICO BASE

INDICE 1.

GEOL GEOLOG OGÍA ÍA ZONA ZONA DE EST ESTUD UDIO IO

2.

CAMP CAMPAÑ AÑA A DE INVE INVEST STIG IGAC ACIÓ IÓN N


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INTRODUCCIÓN


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PRODUCTO 02: ESTUDIO GEOTÉCNICO BASE VÍAS POR DONDE DISCURRE EL TRAMO

NOMBRE

PP.KK

TRAZADO

ESTACIONES

INICIO Y FINAL

Portal de la américas Portal de las Américas I

Portal de las Américas-Avda. 68

Avda. Villavicencio Avda. 1ª de Mayo Avda. 68

Casablanca

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Palenque Useful Kennedy Boyacá 1º de Mayo

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PRODUCTO 02: ESTUDIO GEOTÉCNICO BASE PLANTA GENERAL DEL TRAZADO. Sign up to vote on this title

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 to vote on this title MARCO GEOLÓGICO, GEOTÉCNICOSignYupSÍSMICO GENERA

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Mapa Geológico De Santa Fe De Bogotá (Ingeominas 19 Sign up to vote on this title

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CARACTERÍSTICAS ESTRUCTURALES Sign up to vote on this title

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CARACTERÍSTICAS HIDROGEOLÓGICAS •

ACUÍFERO CUATERNARIO

•

ACUÍFERO PROFUNDO


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PLANO DE UNIDADES HIDROGEOL ÓGICAS GENERAL EN LA ZONA DE ESTUDIO


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MAPA HIDROGEOLÓGICO DE SANTA FE DE BOGOTÁ (INGEOMINAS1996) Sign up to vote on this title

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CARACTERÍSTICAS GEOTÉCNICAS –

 BOG DESCRIPCIÓN DE LAS ZONAS GEOTÉCNICAS DE SANTA FE DE Sign up to vote on this title

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CARACTERÍSTICAS SÍSMICAS


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MAPA DE ZONIFICACIÓN DE RESPUESTA SÍSMICA DE SANTA FE DE BO Sign up to vote on this title

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LICUACIÓN


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Se han realizado cálculos por el método del SPT y del Piezocon

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GEOLOGÍA DE LA ZONA DE ESTUDIO


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EN LA ZONA INVESTIGADA SE HAN ENCONTRADO LOS SIGUIENTE

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NIVELES FREÁTICOS- PIEZOMETRICOS Sign up to vote on this title

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TRABAJOS DE CAMPO CANTIDADES 332 547

ACTIVIDADES Sign up to vote on this title

 Useful  Not useful Sondeos Mecánicos Apiques manuales de 1,5 m de profundidad

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PRODUCTO 02: ESTUDIO GEOTÉCNICO BASE Nº total ensayos realizados Granulométrico 3664  Sign up to vote on this title 1810 Densidad seca

Ensayos de laboratorio

Useful  de  Not useful 1930 Peso específico las partículas Humedad natural Límites de Atterberg

3540 3692

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PARÁMETROS GEOTÉCNICOS DE CALCULO 

TABLA A: PARÁMETROS DE CÁLCULO RECOMENDADOS PARA DISEÑO. METRO BOGOTÁ (LÍNEA 1)

EDAD

UNIDAD LITOESTRATIGRÁFICA

GRUPO GEOTÉCNICO

TRAMO

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1,40-1,70

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1 ,5 0- 1, 55

1 5- 25

2 0-3 5

1 0- 20

4 -1 0

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Arenas con bastante arcilla/limo, medianamente densas

1 ,5 5- 1, 60

1 5- 30

2040

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N (SPT)

COHESIÓN EFECTIVA

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800

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650-900

1.200

11-30

1, 1 1 ,4

3 0- 32

1 300 -16 50

1 300 -16 00

17

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TRAMOS I Y II (K0 – K13)

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DESPLAZAMIENTO POR SISMO Sign up to vote on this title Tramo II

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Desplazamiento de

Desplazamiento de

Desplazamiento de

diseño (cm)

diseño (cm)

diseño (cm)

Tramo I

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Abscisa

Abscisa

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 Not usefulTramo IV Desplazamiento diseño (cm) Abscisa

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Bibliografía utilizada para la Caracterización geotécnica de los materiales

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Aportada por el Prof. Jorge Alberto Rodríguez al Consorcio L1 para su uso como información complementaria.

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Producto 02 -Geotecnia Metro de Bogota

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