Informe S INFORME SUELOS FINAL LOMAS DE CARBAYLLO.docuelos Final Lomas de Carbayllo

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ESTUDIO DE MECANICA DE SUELOS – INGENIERIADE CIMENTACIONES - TOPOGRAFIA DIGITAL -

LEVANTAMIENTOS TOPOGRAFICOS – PROYECTOS

JORGE HERNAN OCHOA FERNÁNDEZCONSULTOR DE INGENIERIA

INGENIERO CIVILCIP 42446

Pasaje Senda Dorada 119, Of.201–Pueblo Libre ,Telefax: 4612!!" , #elular: 9$$1!22! , e%ail: jo&'oa(f)*a'oo.es

INDICE

1.0 GENERALIDADES

1.1. ANTECEDENTES

1.2. OBJETIVO DEL ESTUDIO

1.3. UBICACIÓN DE LA ZONA DE ESTUDIO

1.4. ACCESO A LA ZONA DE ESTUDIO

1.5. CARACTERISTICAS DEL PROYECTO

1.. GEOLOGIA GENERAL

1.!. GEOMORFOLOGIA

1.". SISMICIDAD

2.0 INVESTIGACIONES DE CAMPO

2.1. TRABAJOS DE CAMPO

2.2. MUESTREO Y REGISTROS DE E#PLORACIÓN

3.0 ENSAYOS DE LABORATORIO

4.0 CONFORMACION DEL SUB SUELO

.0 TRABAJOS DE GABINETE

6.0 ANALISIS DE LA CIMENTACION

!.0 AGRESION DEL SUELO A LA CIMENTACI"N

#.0 CONCLUSIONES Y RECOMENDACIONES

$.0 ANE%OS

$.1 FIGURAS Y TABLAS

FIGURA N$ 1 MAPA DE ZONIFICACION SISMICA DEL PERU

FIGURA N$ 2 MAPA DE DISTRIBUCION DE INTENSIDADES SISMICAS

$.2 REGISTROS DE E%PLORACION

$.3 REGISTROS DE ENSAYOS DE LABORATORIO

$.4 FOTOGRAFIAS

$.PLANOS

EG&01' PLANO DE UBICACION DE CALICATAS Y REGISTROS ESTRATIGRAFICOS ( MAPEOGEOLOGICO

INFORME T)CNICO

ESTUDIO DE MECANICA DE SUELOS

* ELABORACI"N DEL ANTEPROYECTO DE OBRAS GENERALES Y SECUNDARIAS DEL

PROYECTO DE AMPLIACI"N Y MEJORAMIENTO DE LOS SISTEMAS DE AGUA POTABLE Y

ALCANTARILLADO PARA LAS LOMAS DE CARABAYLLO + DISTRITO DE CARABAYLLO,

1.0 GENERALIDADES

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CUADRO Nº 01

TIPO DE SUELO Z S T p(S)

ARENAS CON GRAVASo GRAVAS ARENOSAS

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CUADRO Nº 02 Cuadro de Calia!a"

CALICATA PROF.

COORDENADA

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CALICATA PROF.

COORDENADA

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CALICATA PROF.

COORDENADA

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3.0 ENSAYOS DE LABORATORIO

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CUADRO N3' CANTIDAD DE ENSAYOS DE LABORATORIO

CALICATA MUESTRA PROF. M

S.S.T.

C87:?:7

S?8;97 PH

C-1 M-2 .!-2. 1 1 1 1 1 - - - -

C-5 M-1 .4-2. - - - - - 1 1 1 1

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CUADRO N4' RESULTADOS DE LABORATORIO

CALICATA MUESTR

APROF. M

I.P SUCS DESCRIPCION

C-1 M-2 .!-2. 1. 1" NPN

PGP-GM

GRAVA MAL GRADADA

CON LIMO Y ARENA

C- M-1 .2-2. 1. 24 12 12 GP-GCGRAVA MAL GRADADA

CON ARCILLA YA RENA

C-11 M-1 1.-2. .5 NP NPN

PSP ARENA MAL GRADADA

C-13 M-1 1.-2. 1. 2 NP N GP-GM GRAVA MAL GRADADACON LIMO Y ARENA

CALICATA MUESTR

APROF. M

I.P SUCS DESCRIPCION

C-1! M-1 .1-2. . NP NP NP

GP GRAVA MAL GRADADACON ARENA

C-2 M-1 .5-. 4. 2 3 32 SC ARENA ARCILLOSA CONGRAVA

C-23 M-1 .!-1." . NP NPN

PG GRAVA BIEN GRADADA

CON ARENA

C-25 M-2 .!-1." 1.5 1 NPN

PG-GM GRAVA BIEN GRADADA

CON LIMO Y ARENA

D%(,'<

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4.0 CONFORMACION DEL SUBSUELO DEL AREA DEL ESTUDIO

SUELO TIPO I' N7:98

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CUADRO Nº 0# Cuadro de Cla"i$iaio%e"

CALICATA PROF.

SUCS DESCRIPCION TIPO

C-1 2. GP-GM SMGRAVA MAL GRADADACON LIMO Y ARENA

ARENA LIMOSATIPO 1 – NORMAL.

C-2 2. G GP-GMGRAVA GRAVA MAL

GRADADA CON LIMO Y ARENA

TIPO 1 – NORMAL.

C-3 2. GP-GM MLGRAVA MAL GRADADACON LIMO Y ARENA

LIMOTIPO 1 – NORMAL.

C-4 2. GP GP-GM

GRAVA MAL GRADADA

GRAVA MAL GRADADACON LIMO Y ARENA TIPO 1 – NORMAL.

C-5 2. ML GP-GCLIMO GRAVA MAL

GRADADA CON ARCILLA

TIPO 1 – NORMAL.

C- 2. CL CP-GC ARCILLA GRAVA MAL

GRADADA CON ARCILLA

TIPO 1 – NORMAL.

C-! 2.GP-GM SP

GRAVA MAL GRADADACON LIMO Y ARENA ARENA ARENA MALGRADADA CON LIMO

TIPO 1 – NORMAL.

C-" 2. GP-GM SPGRAVA MAL GRADADACON LIMO ARENA MAL

GRADADATIPO 1 – NORMAL.

C- 1." SM GP-GM ARENA LIMOSA GRAVA

MAL GRADADA CONLIMO

TIPO 1 – NORMAL.

C-1 2. SP SM ARENA MAL GRADADA ARENA LIMOSA TIPO 1 – NORMAL.

C-11 2. GP-GM SPGRAVA MAL GRADADACON LIMO Y ARENA

ARENA MAL GRADADATIPO 1 – NORMAL

C-12 2. GP-GM GRAVA MAL GRADADACON LIMO Y ARENA TIPO 1 – NORMAL.

C-13 2. GP GP-GMGRAVA GRAVA MAL

GRADADA CON LIMO Y ARENA

TIPO 1 – NORMAL

C-14 2. SM GP-GM ARENA LIMOSA GRAVA

MAL GRADADA CONLIMO Y ARENA

TIPO 1 – NORMAL.

C-15 2. CL GP-GM ARCILLA GRAVA MALGRADADA CON LIMO Y

ARENATIPO 1 – NORMAL.

C-1 2. S GP ARENA BIEN GRADADA

GRAVA MAL GRADADA TIPO 1 – NORMAL

C-1! 2. SP GP ARENA MAL GRADADAGRAVA MAL GRADADA TIPO 1 – NORMAL

C-1" 1. GP-GM GPGRAVA MAL GRADADACON LIMO Y ARENA

GRAVA MAL GRADADATIPO 1 – NORMAL

C-1 1. CL GC ROCA ARCILLA GRAVA ARCILLOSA ROCA TIPO 3 – ROCOSO

C-2 . SC ROCA ARENA ARCILLOSAROCA TIPO 3 – ROCOSO

C-21 2. CL G ARCILLA GRAVA BIENGRADADA TIPO 1 – NORMAL

C-22 2. CL G-GM ARCILLA GRAVA BIENGRADADA CON LIMO TIPO 1 – NORMAL

C-23 1." GP-GM G GRAVA MAL GRADADACON LIMO TIPO 1 – NORMAL

C-24 2. GP-GM SPG

GRAVA MAL GRADADACON LIMO Y ARENA ARENA GRAVA BIEN

GRADADA

TIPO 1 – NORMAL

C-25 1."GP-GM SP-

SM G-GM

GRAVA MAL GRADADACON LIMO Y ARENA

ARENA MAL GRADADACON LIMO

TIPO 1 – NORMAL

C-2 2. SP ARENA MAL GRADADA TIPO 1 – NORMAL

C-2" 1. GC ROCA GRAVA ARCILLOSAROCA TIPO 3 – ROCOSO

C-2 1. CL SC ROCA ARCILLA ARENA ARCILLOSA ROCA TIPO 3 – ROCOSO

C-31 1. - ROCA TIPO 3 – ROCOSO

C-32 .!- ROCA

TIPO 3 – ROCOSO

C-33 1.4- ROCA

TIPO 3 – ROCOSO

C-34 .- ROCA

TIPO 3 – ROCOSO

C-35 1.- ROCA

TIPO 3 – ROCOSO

C-3 1.- ROCA

TIPO 3 – ROCOSO

C-3! 2. SP Y ROCA ROCA TIPO 3 – ROCOSO

C-3" 2. CL Y SP ARCILLA Y ARENAS TIPO 1 – NORMAL

C-3 2. CL ARCILLA ARENOSA TIPO 1 - NORMAL

C-1" SAN

PEDRO 2.CL ARCILLA ARENOSA TIPO 1 - NORMAL

C-1 SANPEDRO

2. CL ARCILLA ARENOSA TIPO 1 - NORMAL

C-15 SANPEDRO

C-14 SANPEDRO

C-11 SANPEDRO

C-1 SANPEDRO

C-32 SANPEDRO

C-33 SANPEDRO

C-41A 2.5 CL ARCILLA ARENOSA TIPO 1 - NORMAL

C-43 2.5 CL ARCILLA ARENOSA TIPO 1 - NORMAL

C-4 2.5 CL Y GP ARCILLA ARENOSA YGRAVA ARENOSA TIPO 1 - NORMA

C-4! 2.5 CL Y GP ARCILLA ARENOSA Y

GRAVA ARENOSA

TIPO 1 - NORMA

C-51 2. S ARENAS CON GRAVAS TIPO 1 - NORMAL

C-53 2. CL Y S ARCILLA Y ARENAS TIPO 1 - NORMAL

C-54 2.5 CL Y S ARCILLA Y ARENAS TIPO 1 - NORMAL

C-55 2.5 CL ARCILLA ARENOSA TIPO 1 - NORMAL

C-5! 2. CL ARCILLA ARENOSA TIPO 1 - NORMAL

C-5" 2. CL Y GP-GM ARCILLA Y GRAVASCON ARENAS Y LIMOS TIPO 1 - NORMAL

C-5 2. CL Y GP-GM ARCILLA Y GRAVASCON ARENAS Y LIMOS TIPO 1 - NORMAL

C- 2. GP-GM GRAVAS CON ARENASY LIMOS TIPO 1 - NORMAL

C-1 2. SP Y GP ARENAS Y GRAVAS ARENOSAS TIPO 1 - NORMAL

C-2 2.5 SC Y CL ARENAS ARCILLOSAS Y ARCILLAS ARENOSAS TIPO 1 - NORMAL

C-3 2.5 CL Y GP ARCILLA ARENOSA YGRAVA ARENOSA TIPO 1 - NORMAL

C-4 2.5 CL Y GP ARCILLA ARENOSA YGRAVA ARENOSA TIPO 1 - NORMAL

C- .5 R%)* VOLCANICA ANDESITICA TIPO 3 – ROCOSO

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6.0 ANALISIS DE LA CIMENTACION

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CLASIFICACI"N GEOMECÁNICA RMR DE MACIZOS ROCOSOS

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C7-557-/ / A=?9 S?/::-/9

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Descripción ParámetrosNombre de la roca Andesita

Clasificación genética Roca ígnea VolcánicaExtrusiva

Valor de RMR básico 58

Valor de RMR ajustado 51Valor de RMR (seca) 63

Resistencia Compresia (Mpa) 150

Co!esión (kPa) !0

"ngulo de fricción (φ) 3"

C6*,&% NH<Descripción Parámetros

Nombre de la roca #ali$a

Clasificación genética Roca sedi%entaria

Valor de RMR básico 5!

Valor de RMR ajustado 5

Valor de RMR (seca) 5!

Resistencia Compresia (Mpa) 150

Co!esión (kPa) !5

"ngulo de fricción (φ) 3"&5

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CUADRO N/ 0 ELEENTOS UIICOS NOCI*OS PARA LA CIENTACION

Pre"e%ia e% el Suelo de p'p'3 +rado de Al!erai4% O5SER*ACIONES

6 SUL-ATOS

0 – 1000 Leve

1000 - 2000 Moderado Ocaso!a "! a#a$"e $"%&co a'

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66 CLORUROS * ,(000 ER/DICIAL

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#.0 CONCLUSIONES Y RECOMENDACIONES

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SUELO TIPO I' N7:98

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SUELO TIPO III' R777

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CUADRO &' RESUEN DE *ALORES DE CAPACIDAD DE CAR+A PRO-UNDIDAD DE

CIENTACI.N PARA LAS ESTRUCTURAS PROECTADAS'

ESTRUCTURAS SECTOR

TIPO DE

CIMENTA&

CP&1 C0'&(* P&%9')*,* C-24GRAVAS CON LIMOS Y

ARENASGP-GM2.5 4.

CP&2 C0'&(* P&%9')*,* C-4" ARENAS LIMOSAS 2.5 1.5

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02, RRP-01,

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POTABLE Y

ALCANTARILLADO

L@('* ,' I/60( C%(,6))( A,6))(

T68'&@* ,' '&&% ,) K-

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GRAVAS CON ARENAS

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ARCILLAS ARENOSAS

CL ARENAS SP ARENAS LIMOSAS SM

1.2 * 2.

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L59 A=77 /8 200#

ANE%OS

FIGURAS

REGISTROS

ESTRATIGRAFICOS

RESULTADOS

DE LABORATORIO

FOTOGRAFIAS

PLANOS

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