11-informe geotecnico tanque tormentas ed03.pdf

8/17/2019 11-Informe Geotecnico Tanque Tormentas ED03.pdf

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COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

ENSAYOS IN SITUF EC HA P RO F ( m) F EC HA P RO F (m ) F EC HA P RO F ( m)

2 7- 6- 13 6 .1 9 R: Rotación MI : Muestra inalterada según XPP94-202 / ASTM-D2113-99 S.P.T. : Ens. penetración estándar según UNE 103-800 1992

P: P ercusión SH: Muestra Shelbysegún ASTM-D1587-00 S.P.T. c: S.P.T. Con puntaza ciegaP.M.: Penetrómetro Manual

D: Diamante TP : Testigo parafinado T V: V an e T es t M an ua l P .S P re si om et ro

W: Widia (c) Miguel Fernández (2011)

( , - , . = , - m/s

S U L F A T O S

( m g / k g )

TIPO CD C O M P R E S I Ó N

S I M P L E ( k p / c m 2 )

OTROS ENSAYOS Y OBSERVACIONES

24-jun-13

25-jun-13

CORTEDIRECTO

GEOLEN INGENIERIA S.L.

BOART LONGYEAR

SERGIO RODRIGUEZ

FECHAS :

4140889.25 INICIO:

230343.48

D E N S I D A D S E C A

( t / m 3 )

LÍMITES DEATTERBERG.

HUMEDAD NATURAL (%)

B A U M A N N

G U L L Y ( % )

EMPRESA DE SONDEOS :

P R O F U N D I D A D

M U E S T R A

R . Q . D . ( % )

RELLENO ANTRÓPICO. Limo arenoso con grava rodada y restosantrópicos (trozos de ladrillos). Color marrón claro. Seco. Grava dehasta 7 cm de naturaleza cuarcítica y caliza.

TIERRA VEGETAL. Arcilla con algo de limo. Marrón Oscuro. Restosvegetales.

CL. ARCILLA DE BAJA PLASTICIDAD CON BASTANTE ARENA. Colormarrón rojizo. Presentan un entramado carbonatado con algunosnódulos.

Arcilla de consistencia muy firme a moderadamente firme.

CL-SC. ARCILLA ARENOSA DE BAJA PLASTICIDAD. Aumento en elcontenido en limo y arena. Aumenta la humedad. Color marrón.

Baja la consistencia.

Veteado grisáceo.10

C\Adelfas Parcela2B - AptdoCorreos 2429200 Antequera(MÁLAGA)

Tlf.: 952 84 46 00; Fax : 952 70 08 25 - laboratorio@geolen.es

MEDIDAS ADICIONALES DEL NIVEL FREÁTICO PERFORACIÓN TIPO DE MUESTRA

SONDEO

S-1PROYECTO :

SUPERVISOR :

T I P O

C L A S I F I C A C I Ó

N DESCRIPCIÓN A G U A

L I T O L O G Í A

GRANULOMETRÍA(% ) QUEPASA

LUIS CORRALEJO

MÁQUINA :

SONDISTA :

ESTUDIO GEOTÉCNICO TANQUETORMENTAS TOMARES

R E C U P E R A C I

Ó N ( % )

S . P . T / M . I .

G o l p e o s

( 1 5 c m )

U N E 5

U N E 0 , 0 8

Responsable Ensayos Físicos

Fdo.: PatriciaGarcía Monteoliva

Director del laboratorio

Fdo!" $%&' ()*++*+% ,* -.*+

-FP-03-16 Este informe no podrá ser parcialmente reproducido sin autorización por escrito del laboratorio GEOLEN INGENIERÍA,S.L. El presente informe sólo afecta al punto reconocido y a las muestras sometidas a ensayo. Ed 08

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

2 7- 6- 13 6 .1 9 R: Rotación MI : Muestra inalterada según XPP94-202 / ASTM-D2113-99 S.P.T. : Ens. penetración estándar según UNE 103-800 1992

P: P ercusión SH: Muestra Shelbysegún ASTM-D1587-00 S.P.T. C: S.P.T. Con puntaza ciegaP.M.: Penetrómetro Manual

CL-SC. ARCILLA ARENOSA DE BAJA PLASTICIDAD. Color marrón.

CL. ARCILLA DE BAJA PLASTICIDAD CON ALGO DE ARENA.Veteado gris, verde y beige. Intercalaciones laminares carbonatadas.

Transición al nivel de base de arcillas veteadas marrones, grises yverdes.

CL-SC. ARCILLA ARENOSA. Tramo con abundante arena conaumento de la humedad.

CL. ARCILLA DE BAJA PLASTICIDAD CON INDICIOS DE ARENA.Veteado gris, verde y beige.

A partir de los 17 metros disminuye el contenido en arena. Aparecennódulos limoníticos. Laminación paralela difusa.

M U E S T R A

S U L F A T O S

( m g / k g )

SONDEO

S-1PROYECTO :

SUPERVISOR :

DESCRIPCIÓN T I P O

A G U A

L I T O L O G Í A

EMPRESA DE SONDEOS :ESTUDIO GEOTÉCNICO TANQUE TORMENTAS TOMARES

OTROS ENSAYOS Y OBSERVACIONES B A U M A N N

G U L L Y ( % )

S . P . T / M . I .

G o l p e o s

( 1 5 c m )

BOART LONGYEAR

SERGIO RODRIGUEZ

INICIO:

FECHAS :

24-jun-13

25-jun-13

230343.48

SONDISTA :

R . Q . D . ( % )

C\Adelfas Parcela2B - Aptdo Correos 2429200 Antequera(MÁLAGA)

LUIS CORRALEJO

MÁQUINA :

4140889.25

( t / m 3 )

U N E 5

CORTEDIRECTO

R E C U P E R A C I

Ó N ( % )

U N E 0 , 0 8

GRANULOMETRÍA(% ) QUEPASA LÍMITES DE

ATTERBERG.HUMEDAD NATURAL (%) TIPO

C O M P R E S I Ó N

S I M P L E ( k p / c m 2 )

ENSAYO PERMEABILIDAD LEFRANC CARGA VARIABLE (10,5-11,5 m). K = 4,30E-06 m/s

ENSAYO PERMEABILIDAD LEFRANC CARGA VARIABLE (16,5-17,0 m). K = 4,65E-09 m/s

100 84.7 41.1 17.9 1.7617.6 6.42 7.2 2327.6

Fdo!" $%&' ()*++*+% ,* -.*+

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

ENSAYOS IN SITUF EC HA P RO F ( m) F EC HA P RO F ( m ) F EC HA P RO F ( m)

2 7- 6- 13 6 .1 9 R: Rotación MI : Muestra inalterada según XP P94-202 / ASTM-D2113-99 S.P.T. : Ens. penetración estándar según UNE 103-800 1992

P: Percusión SH: Muestra Shelby según ASTM-D1587-00 S.P.T. C: S.P.T. Con puntaza ciega P.M.: Penetrómetro Manual

D: Diamante TP : Testigo parafinado T V: Va ne Te st Ma nu al P. S Pr es io me tr o

CL. ARCILLA DE BAJA PLASTICIDAD CON INDICIOS DEARENA. Veteado gris, verde y beige.

C\Adelfas Parcela 2B - Aptdo Correos 2429200 Antequera (MÁLAGA)

LUIS CORRALEJO

INICIO:

4140889.25

MÁQUINA :

SONDISTA : SERGIO RODRIGUEZ

TIPO CD S U L F A T O S

( m g / k g )

BOART LONGYEAR

R . Q . D . ( % )

M U E S T R A

R E C U P E R A C I

Ó N ( % )

GRANULOMETRÍA(%) QUEPASA

U N E 0 , 0 8

L I T O L O G Í A

DESCRIPCIÓN

CORTEDIRECTO

C L A S I F I C A C I Ó N

T I P O

LÍMITES DE ATTERBERG.HUMEDAD NATURAL (%)

( t / m 3 )

U N E 5

SONDEO

S-1PROYECTO :

SUPERVISOR :

A G U A

230343.48EMPRESA DE SONDEOS :ESTUDIO GEOTÉCNICO TANQUE TORMENTAS TOMARES

G U L L Y ( % )

S . P . T / M . I .

G o l p e o s ( 1 5 c m )

S I M P L E ( k p / c m

GEOLEN INGENIERIA S.L. FECHAS :

24-jun-13

25-jun-13

ResponsableEnsayosFísicos

Directordel laboratorio

Fdo!" $%&' ()*++*+% ,* -.*+

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

R: Rotación MI : Muestra inalterada según XPP94-202 / ASTM-D2113-99 S.P.T. : Ens. penetración estándar según UNE 103-800 1992

Luis Corralejo

MÁQUINA :

SONDISTA :

ESTUDIO GEOTÉCNICO TANQUE DETORMENTAS TOMARES

R E C U P E R A C I

Ó N ( % )

S . P . T / M . I .

G o l p e o s

( 1 5 c m )

U N E 5

U N E 0 , 0 8

SONDEO

S-2PROYECTO :

SUPERVISOR :

T I P O

L I T O L O G Í A

M U E S T R A

R . Q . D . ( % )

TIERRA VEGETAL: Arcilla marrón oscura

RELLENO: LIMO ARENOSO CON INDICIOS DE GRAVA Y RESTOSDE LADRILLOS.Color marrón claroLigeramente húmedo

TIERRA VEGETAL: Arcilla limo-arenosa marrón oscuraCL. ARCILLA DE BAJA PLASTICIDAD CON BASTANTE ARENA.Color amarillento anaranjado con tonos marrones claro.Algunos nódulos limoníticos milimétricos.Muy Denso.Ligeramente húmedo.

A partir de 6,80 metros disminuye progresivamente la fracción arenay limo, aumentando la de arcilla.Alternancia de niveles decimétricos limo-arenosos y arcillosos.

A partir de 9,80 metros aumenta el contenido en arena y limo,predominando los niveles de estos materiales sobre los de arcilla.Aumenta el grado de humedad a bastante húmedo.

enetromet ro manua ( : , g /cm

S I M P L E ( k p / c m 2 )

25-jun-13

27-16-13

CORTEDIRECTO

GEOLEN

Board Long Year DB 520

Sergio Rodriguez

FECHAS :

4140926.81 INICIO:

230279.49

( t / m 3 )

HUMEDAD NATURAL (%)

B A U M A N N

G U L L Y ( % )

S U L F A T O S

( m g / k g )

TIPO CD

( , . = , pa = 1,1 pa

( , - , . = , - m/s

( , . = 1, pa = , 1 pa

100 86.1 42.3 16.9 1.8218.5 9.6 10.6 28.4

Fdo!" $%&' ()*++*+% ,* -.*+

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

ENSAYO PRESIOMÉTRICO (10,3M). Pf = 1,71 Mpa Pl = 5,49 Mpa

S U L F A T O S

( m g / k g )

Luis Corralejo

MÁQUINA :

4140926.81

resómet ro anua ( : , g /cm

( t / m 3 )

U N E 5

EMPRESA DE SONDEOS :ESTUDIO GEOTÉCNICO TANQUE DETORMENTAS TOMARES

G U L L Y ( % )

S . P . T / M . I .

G o l p e o s

( 1 5 c m )

GEOLEN

Sergio Rodriguez

INICIO:

FECHAS :

25-jun-13

27-16-13

230279.49

SONDISTA :

R . Q . D . ( % ) CORTE

DIRECTO

SONDEO

S-2PROYECTO :

SUPERVISOR :

A G U A

L I T O L O G Í A

R E C U P E R A C I

Ó N ( % )

U N E 0 , 0 8

S I M P L E ( k p / c m 2 )

M U E S T R A

CL. ARCILLA DE BAJA PLASTICIDAD CON BASTANTE ARENA.Color amarillento anaranjado con tonos marrones claro.Alternancia de niveles decimétricos de arenas y limos(predominantes) con niveles de arcillas.Muy Denso. Bastante húmedo.

CL. ARCILLA DE BAJA PLASTICIDAD CON INDICIOS DE ARENA.Color grisáceo con veteados marrón claro y anaranjados.Dura.Bastante húmeda.

7.6 18 634.5

Fdo!" $%&' ()*++*+% ,* -.*+

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

ENSAYOS IN SITUF EC HA P RO F (m ) F EC HA P RO F (m ) F EC HA P RO F (m )

GEOLEN FECHAS :

25-jun-13

27-16-13

SONDEO

S-2PROYECTO :

SUPERVISOR :

CL. ARCILLA DE BAJA PLASTICIDAD CON INDICIOS DEARENA.Color grisáceo con veteados marrón claro y anaranjados.Muy Firme.Bastante húmeda.

A G U A

230279.49EMPRESA DE SONDEOS :ESTUDIO GEOTÉCNICO TANQUE DETORMENTAS TOMARES

G U L L Y ( % )

S . P . T / M . I .

G o l p e o s ( 1 5 c m )

S I M P L E ( k p / c m 2 )

CORTEDIRECTO

C L A S I F I C A C I Ó N

T I P O

HUMEDAD NATURAL (%)

( t / m 3 )

U N E 5 R

. Q . D . ( % )

M U E S T R A

R E C U P E R A C I

Ó N ( % )

U N E 0 , 0 8

L I T O L O G Í A

DESCRIPCIÓN

Luis Corralejo

INICIO:

4140926.81

MÁQUINA :

SONDISTA : Sergio Rodriguez

TIPO CD S U L F A T O S

( m g / k g )

MEDIDAS ADICIONALES DEL NIVEL FREÁTICO PERFORACIÓN TIPO DE MUESTRAResponsable Ensayos Físicos

29 46 50

Fdo!" $%&' ()*++*+% ,* -.*+

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

Presiómetro Manual (PM): 6,0 Kg/cm2

ENSAYO PRESIOMÉTRICO (6,1 M). Pf = 2,2 Mpa Pl = 5,55 Mpa

resómet ro anua ( : , g /cm

resómet ro anua ( : 1 , g /cm

TIPO CD

INICIO:

66.181

230454.8486

( t / m 3 )

HUMEDAD NATURAL (%)

B A U M A N N

G U L L Y ( % )

S U L F A T O S

( m g / k g )

( , - , . = , - m/s

M U E S T R A

R . Q . D . ( % )

0 RELLENO ANTRÓPICO. Arcilla arenosa con indicios de grava rodaday restos antrópicos (trozos de ladrillos). Color marrón oscuro.Ligeramente húmedo.

TIERRA VEGETAL. Arcilla negruzca con restos de raíces.

CL. ARCILLA DE BAJA PLASTICIDAD CON BASTANTE ARENA EINDICIOS DE GRAVA.Color marrón claro-beige. Abundantes nódulos carbonatados. Seaprecian también nódulos limoníticos. Muy húmeda y muy moldeable.

Hasta 4,8m muy húmedo, el material aparece saturado. A partir deeste punto baja la humedad. Aumenta la consistencia del material apartir de esa misma cota. Consistencia Muy Firme.Baja el contenido en arena a algo.

Adquiere una tonalidad predominantemente marrón claro-anaranjada.Material húmedo sin saturar.

SONDEO

S-3PROYECTO :

SUPERVISOR :

MÁQUINA :

S I M P L E ( k p / c m 2 )

01-jul-13

CORTEDIRECTO

BOART LONGYEAR

SERGIO RODRIGUEZ

FECHAS :

4140938.047

T I P O

L I T O L O G Í A

LUIS CORRALEJO SONDISTA :

R E C U P E R A C I

Ó N ( % )

S . P . T / M . I .

G o l p e o s

( 1 5 c m )

U N E 5

U N E 0 , 0 8

CL. ARCILLA DE BAJA PLASTICIDAD CON ALGO DE ARENA. Colormarrón claro y gris. Concrecciones limoníticas. Nódulos litificadosde carbonatos. Consistencia dura.Se aprecia la intercalación irregular de niveles centimetricos de limoarenoso gris.

3.5 19 1427.6

Fdo!" $%&' ()*++*+% ,* -.*+

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

CL. ARCILLA DE BAJA PLASTICIDAD CON INDICIOS DE ARENA.Color marrón y gris.Intercalación irregular de niveles centimétricos de un limo de colorgris.

M U E S T R A

S U L F A T O S

( m g / k g )

SONDEO

S-3PROYECTO :

SUPERVISOR :

A G U A

L I T O L O G Í A

G U L L Y ( % )

S . P . T / M . I .

G o l p e o s

( 1 5 c m )

BOART LONGYEAR

SERGIO RODRIGUEZ

INICIO:

FECHAS :

01-jul-13

230454.8486

SONDISTA :

R . Q . D . ( % )

MÁQUINA :

4140938.047

66.181

( t / m 3 )

U N E 5

CORTEDIRECTO

U N E 0 , 0 8

LUIS CORRALEJO

R E C U P E R A C I

Ó N ( % )

S I M P L E ( k p / c m 2 )

(1 ,1 . = 1, 1 pa = , pa

(1 , - 14, . = , - m/s

22 34 48

Fdo!" $%&' ()*++*+% ,* -.*+

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

T I P O

L I T O L O G Í A

LUIS CORRALEJO SONDISTA :

R E C U P E R A C I

Ó N ( % )

S . P . T / M . I .

G o l p e o s

( 1 5 c m )

U N E 5

U N E 0 , 0 8

PERFORACIÓN TIPO DE MUESTRA

SONDEO

S-4PROYECTO :

SUPERVISOR :

MÁQUINA :

S I M P L E ( k p / c m 2 )

27-jun-13

28-jun-13

CORTEDIRECTO

RELLENO ANTRÓPICO. Limo areno-arcilloso con grava rodada yrestos antrópicos (trozos de ladrillos y hormigón). Color marrónclaro.

CL. ARCILLA DE BAJA PLASTICIDAD CON INDICIOS DE ARENA.Tonos marrones, grises y zonas más anaranjadas por oxidación.Tramos intercalados de arcillas de alta plasticidad. Ligeramentehúmeda.

CL-SC. ARCILLA ARENOSA DE BAJA PLASTICIDAD. Con respecto alnivel superior, aumenta la proporción de limo y arena. Consistenciadura.

Adquiere una tonalidad predominantemente marrón claro-anaranjada.Material húmedo sin saturar.

CL. ARCILLA DE BAJA PLASTICIDAD CON ALGO DE ARENA. Colormarrón y gris. Superficies y nódulos limoníticos. Consistencia dura.Baja la humedad.

Se aprecia la precipitación de carbonatos y son abundantes laspatinas de oxidación anaranjadas por posible circulación de agua.Disminuye el contenido de arena.

Penetrómetro Manual (PM); 6 Kg/cm2

MEDIDAS ADICIONALES DEL NIVEL FREÁTICO

M U E S T R A

R . Q . D . ( % )

BOART LONGYEAR

SERGIO RODRIGUEZ

FECHAS :

4141049.55 INICIO:

230333.37

( t / m 3 )

HUMEDAD NATURAL (%)

B A U M A N N

G U L L Y ( % )

S U L F A T O S

( m g / k g )

TIPO CD

( , 1 . = , pa = 4, pa

ENSAYO PERMEABILIDAD LEFRANC CARGA VARIABLE (6,5-8,5M). K = 3,17E-08 m/s

Fdo!" $%&' ()*++*+% ,* -.*+

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

S I M P L E ( k p / c m 2 )

LUIS CORRALEJO

R E C U P E R A C I

Ó N ( % )

(1 , - 1 , m . = 1, - m/s

MÁQUINA :

4141049.55

( t / m 3 )

U N E 5

CORTEDIRECTO

U N E 0 , 0 8

G U L L Y ( % )

S . P . T / M . I .

G o l p e o s

( 1 5 c m )

BOART LONGYEAR

SERGIO RODRIGUEZ

INICIO:

FECHAS :

27-jun-13

28-jun-13

230333.37

SONDISTA :

R . Q . D . ( % )

SONDEO

S-4PROYECTO :

SUPERVISOR :

A G U A

L I T O L O G Í A

CL. ARCILLA DE BAJA PLASTICIDAD CON INDICIOS DE ARENA.Color marrón y gris.

El color pasa a ser predominantemente gris oscuro. Continúa lapresencia de carbonatos y nódulos limoníticos. Ligeramente húmeda.

Baja ligeramente la consistencia.

M U E S T R A

S U L F A T O S

( m g / k g )

22 31 42

Fdo!" $%&' ()*++*+% ,* -.*+

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

ENSAYOS IN SITUF EC HA P RO F ( m) F EC HA P RO F ( m) F EC HA P RO F ( m)

R: Rotación MI : Muestra inalterada según XP P94-202 / ASTM-D2113-99 S.P.T. : Según UNE EN ISO 22476-3:2010

P: Percusión SH: Muestra Shelby según ASTM-D1587-00 S.P.T. c:S.P.T. Con puntaza ciega P.M.: Penetrómetro Manual

D: Diamante TP : Testigo parafinado T V: Va ne Tes t Ma nua l P. S Pr es iom et ro

T I P O

L I T O L O G Í A

GONZALO DIOS SONDISTA :

R E C U P E R A C

I Ó N ( % )

S . P . T / M . I .

G o l p e o s ( 1 5 c m )

U N E 5

U N E 0 , 0 8

CL. ARCILLA CON ENTRE ALGO Y BASTANTE ARENA. Colormarrón rojizo con veteado gris. Húmeda. PM = 5 Kg/cm2.

Entre 8,8 y 9,0 metros, capa más arenosa.

Aumenta la consistencia. PM = 7 Kg/cm2. Aparecen nóduloscarbonatados centimétricos.

SONDEO

S-5PROYECTO :

SUPERVISOR :

MÁQUINA :

04-nov-13

CORTEDIRECTO

BOART LONGYEAR

SERGIO RODRIGUEZ

FECHAS :

4140975.739

M U E S T R A

R . Q . D . ( % )

0 LOSA DE HORMIGÓN.

RELLENO ANTRÓPICO. Arcilla con grava rodada y restosantrópicos (trozos de ladrillos y hormigón). Color marrón.

CL. ARCILLA DE BAJA PLASTICIDAD CON BASTANTE ARENA.Color beige claro.

Se aprecia abundante veteado ocre por oxidación. Nódulos decarbonato.Penetro de mano: PM = 4 Kg/cm2.

A 3,0 metros disminuye el contenido en arena a algo. Aumenta lahumedad. Entre 3,2 y 3,8 aumenta la consistencia del material.PM = 7 Kg/cm2.

El contenido en arena sube a bastante. Se aprecia un veteadogrisáceo. La arena se intercala en capas centimétricas. Abundantesnódulos carbonatados.

Entre 5,4 y 6,0 m, aumenta la consistencia del material. PM = 10Kg/cm2. Disminuye el contenido en arena a algo.

Entre 6,0 y 6,5 disminuye la consistencia. PM = 3,5 Kg/cm2 perovuelve a aumentar a muro del nivel (PM = 10 Kg/cm2).

Cambia el color a marrón rojizo.

SC. ARENA ARCILLOSA. COLOR MARRÓN ROJIZO.Desaparecen los nódulos de carbonatos. No se aprecian rastros deoxidación. Material muy húmedo. Disminuye la consistencia.

INICIO:

230374.14

( t / m 3 )

B A U M A N N

G U L L Y ( % )

S U L F A T O S

( m g / k g )

TIPO CD

Fdo!" $%&' ()*++*+% ,* -.*+

COORDENADAS Y =

LL LP WC

(T/m2) !!

0 2 0 4 0 6 0 8 0 100

ENSAYOS IN SITUF EC HA P RO F ( m) F EC HA P RO F ( m) F EC HA P RO F ( m)

R: Rotación MI : Muestra inalterada según XP P94-202 / ASTM-D2113-99 S.P.T. : Según UNE EN ISO 22476-3:2010

P: Percusión SH: Muestra Shelby según ASTM-D1587-00 S.P.T. C:S.P.T. Con puntaza ciega P.M.: Penetrómetro Manual

D: Diamante TP : Testigo parafinado T V: Va ne Tes t Ma nua l P. S Pr es iom et ro

CDTIPO S U L F A T O S

( m g / k g )

( t / m 3 )

U N E 5

CORTEDIRECTO

U N E 0 , 0 8

4140975.739

G U L L Y ( % )

S . P . T / M . I .

G o l p e o s ( 1 5 c m )

BOART LONGYEAR

SERGIO RODRIGUEZ

INICIO:

FECHAS :

04-nov-13

230374.14

SONDISTA :

R . Q . D . ( % )

SONDEO

S-5PROYECTO :

SUPERVISOR :

A G U A

L I T O L O G Í A

MÁQUINA :

GONZALO DIOS

R E C U P E R A C I

Ó N ( % )

CL. ARCILLA DE BAJA PLASTICIDAD CON ALGO A BASTANTEARENA. Color marrón y gris.Penetro Manual (PM) = 5 Kg/cm2.El color pasa a ser predominantemente gris con intercalacionesverdosas. Continúa la presencia de nódulos carbonatados.Aumenta la consistencia. PM = 7 Kg/cm2.

Aparecen intercalaciones centimétricas de costras carbonatadas.El material no presenta estructura definida.

A partir de los 12 metros disminuye la humedad. Aumenta laconsistencia. PM = 10 Kg/cm2.

Franja de transición hacias las arcillas inferiores.

CL. ARCILLA DE BAJA PLASTICIDAD. Color marrón verdoso.Se aprecia una estructura laminada muy definida. Aumenta laplasticidad con respecto a los niveles superiores.

A partir de 14 metros la estructura laminada se hace más difusa.Aumenta el contenido en arena a indicios. El color pasa a gris conveteado marrón.PM = 10 Kg/cm2.

Aumenta la consistencia, con valores en el penetro de manosuperiores a 10 Kg/cm2.

El color pasa a gris verdoso con moteado marrón. Consistenciamuy dura. Se intercalan franjas centimétricas grises de arcillas dealta plasticidad.

Se pierde el vetado marrón. Color gris verdoso. Disminuye laconsistencia. PM = 8 Kg/cm2.

CL-SC. ARCILLAS DE BAJA PLASTICIDAD CON BASTANTEARENA. Color marrón.Hasta 19,1 metros, bajada clara de la consistencia del material. PM= 2-3 Kg/cm2.

Vuelve a aumentar la consistencia. PM = 8 Kg/cm2.

M U E S T R A

100 95.7 45.2 16.9 1.8117.26 6.26

3 5 1 00

Fdo!" $%&' ()*++*+% ,* -.*+

0*&D$ *u ;F &*+0%$+ /& 50B$#0($#-$

1 2 3 4 5 6 7 8 90.220.25

Deformación (mm)

s i ó n ( K p / c m ! )

INSCRITO CON Nª AND-L-020 EN EL REGISTRO DELABORATORIOS

TIPO DE MUESTRA:

OBSERVACIONES:

MUESTRA:

2013/6888ACTA DE RESULTADOS DE ENSAYOS Nº:

En Antequera a 12 de noviembre de 2013

DIRECTOR TÉCNICO DEL LABORATORIORESPONSABLE TÉCNICO DE ENSAYOS

FDO: José Guerrero de MierQuímico

FDO: Patricia García Monteoliva

S-5 MI-1 4,20-4,80

01,2013/2358

SUELO FECHA DE TOMA: 04/11/2013

UTE TANQUE DE TORMENTAS DE TOMARES

(CONACON-TRAFISA)

DESCRIPCIÓN DEL MATERIAL:

REFERENCIA DEL TRABAJO:

ARCILLA BEIGE

OBRA: S13/097 ESTUDIO GEOTÉCNICO TANQUE DE TORMENTAS.TOMARES. SEVILLA

PETICIONARIO:

Nº DE ALBARAN:

LABORATORIO DE MATERIALES

Polígono Industrial C/ Adelfas 16 Antequera 29200 (Málaga)Tfno.: 952 84 46 00 Fax: 952 70 08 25 e-mail: lab.antequera@geolen.es

PETICIONARIOSUMINISTRADOR:

BIÓLOGA

LOCALIZACIÓN:

ORDEN DE ENSAYO 3

LOTIFICACIÓN:

ENSAYO DE ROTURA A COMPRESIÓN SIMPLE EN PROBETAS DE SUELO S/UNE 103400:1993

DIMENSIONES DE LA PROBETA Altura cm 11,6

Diámetro cm 5,9

Sección cm! 27,3

Volumen cm" 317,1

HUMEDAD

Humedad probeta % 17,80

RESISTENCIA A COMPRESION CORREGIDA

Carga Kp 23,00

Resistencia Kp/cm! 0,80

Deformación % 5

DENSIDAD

Peso probeta gr 619,00

Densidad Húmeda gr/cm" 1,95

Densidad Seca gr/cm" 1,66

Geolen Ingeniería, S.L., Sevilla.

0.050.10.20.51251020501000

0 1 2 5

5 4 2 .

0 6 3Curva granulométrica

Tamaño de las partículas (mm)

u e p a s a

e t e n i d o

TIPO DE MUESTRA:

OBSERVACIONES:

MUESTRA:

S-5 MI-2 7,00-7,60

01,2013/2359

(CONACON-TRAFISA)

ARCILLA BEIGE

PETICIONARIO:

Nº DE ALBARAN:

BIÓLOGA

LOCALIZACIÓN:

ORDEN DE ENSAYO 3

LOTIFICACIÓN:

UNE 103100:95 UNE 103101:95

Tamiz(mm) Pasa (%)100 10080 10063 10050 10040 10025 10020 100

12,5 10010 1005 992 98

1,25 970,4 89

0,16 570,08 38,1

LÍMITES POR EL MÉTODO DE LA CUCHARA DE CASAGRANDE S/UNE 103,103:94 y UNE 103,104:93

Límite líquido

Límite plástico

Indice de plasticidad

Clasificación del sueloSC : Arena arcillosa

Clasificación AASHTOGrupo: A-6 (1)Materiales limosos arcillosos. Suelos arc illosos

0.8 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6

0.230.24

Deformación (mm)

s i ó n ( K p / c m ! )

TIPO DE MUESTRA:

OBSERVACIONES:

MUESTRA:

S-5 MI-2 7,00-7,60

01,2013/2359

(CONACON-TRAFISA)

ARCILLA BEIGE

PETICIONARIO:

Nº DE ALBARAN:

BIÓLOGA

LOCALIZACIÓN:

ORDEN DE ENSAYO 3

LOTIFICACIÓN:

Diámetro cm 5,9

Sección cm! 27,3

Volumen cm" 322,6

HUMEDAD

Carga Kp 9,00

Deformación % 3

DENSIDAD

Peso probeta gr 701,67

0.050.10.20.51251020501000

0 1 2 5

5 4 2 .

0 6 3Curva granulométrica

Tamaño de las partículas (mm)

u e p a s a

e t e n i d o

TIPO DE MUESTRA:

OBSERVACIONES:

MUESTRA:

S-5 MI-4 15,50-15,80

01,2013/2360

(CONACON-TRAFISA)

ARCILLA GRISES

PETICIONARIO:

Nº DE ALBARAN:

BIÓLOGA

LOCALIZACIÓN:

ORDEN DE ENSAYO 3

LOTIFICACIÓN:

UNE 103100:95 UNE 103101:95

Tamiz(mm) Pasa (%)100 10080 10063 10050 10040 10025 10020 100

12,5 10010 1005 1002 99

1,25 990,4 99

0,16 980,08 95,7

LÍMITES POR EL MÉTODO DE LA CUCHARA DE CASAGRANDE S/UNE 103,103:94 y UNE 103,104:93

Límite líquido

Límite plástico

Indice de plasticidad

Clasificación del sueloCL : Arcilla magra

Clasificación AASHTOGrupo: A-7-6 (28)Materiales limosos arcillosos. Suelos arc illosos

0 2 5 7 10 12 15 17 20 220.30.5

Deformación (mm)

s i ó n ( K p / c m ! )

TIPO DE MUESTRA:

OBSERVACIONES:

MUESTRA:

S-5 MI-4 15,50-15,80

01,2013/2360

(CONACON-TRAFISA)

ARCILLA GRISES

PETICIONARIO:

Nº DE ALBARAN:

BIÓLOGA

LOCALIZACIÓN:

ORDEN DE ENSAYO 3

LOTIFICACIÓN:

Diámetro cm 5,9

Sección cm! 27,3

Volumen cm" 322,6

HUMEDAD

Carga Kp 200,00

Deformación % 14

DENSIDAD

Peso probeta gr 685

0*&D$ *u fF &*+0%$+ /& "&#2&0B-5-/0/

CROQUIS DEL DISPOSITIVO

K = Coeficiente de permeabilidad (m/ seg)

Para l/d < 4

Para l/d>4

l: Altura elevación revestimiento (m)

d: diámetro revestimiento (m)

H1 = Altura inicial de la columna de agua en cada medida

H2 = Altura final de la columna de agua en cada medida

PROFUNDIDAD DEL SONDEO (m): 6.80

PROFUNDIDAD REVESTIMIENTO (m): 6.00

PROFUNDIDAD NIVEL FREÁTICO (m): 6.35

H1 (m) H2 (m) K (m/seg)

0 5 6.8000 6.7800 4.115E-085 10 6.7800 6.7680 2.475E-08

10 15 6.7680 6.7590 1.859E-08

15 20 6.7590 6.7500 1.861E-08

20 25 6.7500

2.577E-08

DI METRO DEL SONDEO EN ZONA DEENSAYO (cm):

24 de junio de 2013

DESCENSOACUMULADO (cm)

DATOS DEL ENSAYO

DATOS GENERALES

Jefe de Oficina Ténica

VALOR MEDIO

ENSAYO DE PERMEABILIDAD TIPO LEFRANC CON NIVEL VARIABLE*

Acreditado por la Junta de Andalucía en las áreas

EHC, GTC y GTL, VSG, AMC. BOJA Nº55

18/03/05.

Inscrito en el R.L.E.A. Nº LE027-MA05

Laboratorio de materialesC\ Adelfas Parcela 2B- 29200 Antequera (Málaga)

Apartado de correos Nº 24 Tlf: 952844600 Fax: 952700825. laboratorio@geolen.es

REALIZADO POR:

TANQUE DE TORMENTAS. TOMARES.

LUIS CORRALEJO

OBRAFECHA

TIPO DE TERRENO: ARCILLAS

COTA FINAL (m):

COTA INICIO (m):TRAMOENSAYADO

CÁLCULO DEL COEFICIENTE DE PERMEABILIDAD

INTERVALO (minutos)

SONDEO:ENSAYO Nº:

0.E+00

5.E-09

1.E-08

2.E-08

3.E-08

4.E-08

5.E-08

0 1 2 3 4 5

EVOLUCIÓN DE K CON EL TIEMPO

Nivel de agua inicial

Nivel de agua finalTramo revestido

F-FP-03-23 Ed 05

Para l/d < 4

Para l/d>4

H1 (m) H2 (m) K (m/seg)

0 10 11.5000 8.9700 1.499E-0610 15 8.9700 7.4400 2.257E-06

15 20 7.4400 5.3700 3.935E-06

20 25 5.3700 3.4400 5.375E-06

25 30 3.4400 1.7100 8.436E-06

30 35 1.7100

4.300E-06

TRAMOENSAYADO

INTERVALO (minutos)

SONDEO:ENSAYO Nº:

REALIZADO POR:

LUIS CORRALEJO

OBRAFECHA

COTA FINAL (m):

COTA INICIO (m):

18/03/05.

DATOS DEL ENSAYO

DATOS GENERALES

406.00

613.00

VALOR MEDIO

253.00

806.00

24 de junio de 2013

979.00

0.E+00

1.E-06

2.E-06

3.E-06

4.E-06

5.E-06

6.E-06

7.E-06

8.E-06

9.E-06

0 1 2 3 4 5 6

F-FP-03-23 Ed 05

Para l/d < 4

Para l/d>4

H1 (m) H2 (m) K (m/seg)

0 5 17.0000 16.9920 8.750E-095 10 16.9920 16.9890 3.282E-09

10 15 16.9890 16.9860 3.283E-09

15 20 16.9860 16.9830 3.284E-09

20 25 16.9830

4.650E-09

24 de junio de 2013

DATOS DEL ENSAYO

DATOS GENERALES

VALOR MEDIO

18/03/05.

REALIZADO POR:

LUIS CORRALEJO

OBRAFECHA

COTA FINAL (m):

COTA INICIO (m):TRAMOENSAYADO

INTERVALO (minutos)

SONDEO:ENSAYO Nº:

0.E+00

1.E-09

2.E-09

3.E-09

4.E-09

5.E-09

6.E-09

7.E-09

8.E-09

9.E-09

1.E-08

0 1 2 3 4 5

F-FP-03-23 Ed 05

Para l/d < 4

Para l/d>4

H1 (m) H2 (m) K (m/seg)

0 5 7.0000 6.9720 4.837E-085 10 6.9720 6.9510 3.641E-08

10 15 6.9510 6.9290 3.826E-08

15 20 6.9290 6.9070 3.838E-08

20 25 6.9070 6.8860 3.675E-08

25 30 6.8860 6.8680 3.159E-08

30 35 6.8680

3.829E-08

TRAMOENSAYADO

INTERVALO (minutos)

SONDEO:ENSAYO Nº:

REALIZADO POR:

LUIS CORRALEJO

OBRAFECHA

COTA FINAL (m):

COTA INICIO (m):

18/03/05.

DATOS DEL ENSAYO

DATOS GENERALES

VALOR MEDIO

26 de junio de 2013

0.E+00

1.E-08

2.E-08

3.E-08

4.E-08

5.E-08

6.E-08

0 1 2 3 4 5 6 7

F-FP-03-23 Ed 05

Para l/d < 4

Para l/d>4

H1 (m) H2 (m) K (m/seg)

0 5 14.0000 13.9620 2.899E-085 10 13.9620 13.9230 2.983E-08

10 15 13.9230 13.8830 3.068E-08

15 20 13.8830 13.8490 2.615E-08

20 25 13.8490 13.8070 3.239E-08

25 30 13.8070 13.7720 2.707E-08

30 35 13.7720

2.919E-08

1 de julio de 2013

DATOS DEL ENSAYO

DATOS GENERALES

VALOR MEDIO

18/03/05.

REALIZADO POR:

LUIS CORRALEJO

OBRAFECHA

COTA FINAL (m):

COTA INICIO (m):

TRAMOENSAYADO

INTERVALO (minutos)

SONDEO:ENSAYO Nº:

0.E+00

5.E-09

1.E-08

2.E-08

3.E-08

4.E-08

0 1 2 3 4 5 6 7

F-FP-03-23 Ed 05

Para l/d < 4

Para l/d>4

H1 (m) H2 (m) K (m/seg)

0 5 8.5000 8.4690 2.712E-085 10 8.4690 8.4330 3.161E-08

10 15 8.4330 8.3920 3.617E-08

15 20 8.3920 8.3590 2.924E-08

20 25 8.3590 8.3170 3.738E-08

25 30 8.3170 8.2850 2.861E-08

30 35 8.2850

3.169E-08

28 de junio de 2013

DATOS DEL ENSAYO

DATOS GENERALES

VALOR MEDIO

18/03/05.

REALIZADO POR:

LUIS CORRALEJO

OBRAFECHA

COTA FINAL (m):

COTA INICIO (m):

TRAMOENSAYADO

INTERVALO (minutos)

SONDEO:ENSAYO Nº:

0.E+00

5.E-09

1.E-08

2.E-08

3.E-08

4.E-08

0 1 2 3 4 5 6 7

F-FP-03-23 Ed 05

Para l/d < 4

Para l/d>4

H1 (m) H2 (m) K (m/seg)

0 5 12.0000 11.9770 2.241E-085 10 11.9770 11.9660 1.073E-08

10 15 11.9660 11.9420 2.345E-08

15 20 11.9420 11.9170 2.448E-08

20 25 11.9170 11.8980 1.864E-08

25 30 11.8980 11.8780 1.965E-08

30 35 11.8780

1.989E-08

28 de junio de 2013

DATOS DEL ENSAYO

DATOS GENERALES

VALOR MEDIO

18/03/05.

REALIZADO POR:

LUIS CORRALEJO

OBRAFECHA

COTA FINAL (m):

COTA INICIO (m):

TRAMOENSAYADO

INTERVALO (minutos)

SONDEO:ENSAYO Nº:

0.E+00

5.E-09

1.E-08

2.E-08

3.E-08

0 1 2 3 4 5 6 7

F-FP-03-23 Ed 05

0*&D$ *u WF &*+0%$+ "#&+-$29(#-'$+

0*&D$ *u rF 7$($8#07C0+

EMPLAZAMIENTO DEL SONDEO S-1

SONDEO S-1 CAJA 1

SONDEO S-1 CAJA 2

SONDEO S-1 CAJA 3

SONDEO S-1 CAJA 4

SONDEO S-1 CAJA 5

SONDEO S-1 CAJA 6

SONDEO S-1 CAJA 7

ARQUETA SONDEO S-1

SONDEO S-2 CAJA 1

SONDEO S-2 CAJA 2

SONDEO S-2 CAJA 3

SONDEO S-2 CAJA 4

SONDEO S-2 CAJA 5

SONDEO S-2 CAJA 6

SONDEO S-2 CAJA 7

ARQUETA SONDEO S-2

SONDEO S-3 CAJA 1

SONDEO S-3 CAJA 2

SONDEO S-3 CAJA 3

SONDEO S-3 CAJA 4

ARQUETA SONDEO S-3

EMPLAZAMIENTO SONDEO S-4

SONDEO S-4 CAJA 1

SONDEO S-4 CAJA 2

SONDEO S-4 CAJA 3

SONDEO S-4 CAJA 4

ARQUETA SONDEO S-4

SITUACIÓN DEL SONDEO S-5

SONDEO S-5. CAJA 1.

SONDEO S-5. CAJA 2.

SONDEO S-5. CAJA 3.

SONDEO S-5. CAJA 4.

SONDEO S-5. CAJA 5.

ARQUETA SONDEO S-5.

0*&D$ *u ?F +-+(&20 ,*-7-'0/$ '50+-7-'0'-.* +,&5$+F

GRUPOS PRINCIPALESSÍMBOLO

GRÁFICO

SÍMBOLO

DE LETRASDESCRIPCIÓN DEL SUELO

SUELOS DEGRANOGRUESO

MÁS DE 50%DEL MATERIAL

QUEDARETENIDO

SOBRE ELTAMIZ Nº200

GRAVA YSUELOS CONGRAVA. Másdel 50% de la

fracción gruesa

queda retenidasobre el tamiznº4.

GRAVASLIMPIAS

GWGravas bien graduadas, mezclas de grava y dearena, con pocos finos o sin finos.

GPGravas mal graduadas, meczclas de grava y dearena, con pocos finos o sin finos.

GRAVAS

CON FINOS(Finos encantidad

apreciable)

GM Gravas limosas, mezclas de grava-arena-limo

GC Gravas arcillosas, mezclas de grava-arena-arcilla.

ARENA YSUELOS

ARENOSOSMás de 50%de

la fraccióngruesa pasa por

el tamiz nº4.

ARENASLIMPIAS (con

pocos finos o sinfinos)

SW Arenas bien graduadas, arenas con grava, conpocos finos o sin finos.

SP Arenas mal graduadas, arenas con grava, conpocos fnos o sin fnos.

ARENAS CONFINOS (finos en

cantidadapreciable)

SM Arenas limosas, mezclas de arena-limo.

SC Arenas arcillosas, mezclas de arena-arcilla.

SUELOS DEGRANO

FINOMÁS DE 50%

DEL MATERIALPASA POR ELTAMIZ Nº200

LIMOS Y ARCILLASLÍMITE LÍQUIDO MENOR QUE50

MLLimos inorgánicos y arenas muy finas, polvo deroca, arenas finas limosas o arcillosas, limosarcillosos poco plásticos.

CL Arenas inorgánicas poco plásticas o de plasticidadmediana, arcillas con grava, arcillas arenosas,arcillas limosas, arcillas margas.

OLLimos orgánicos y arcillas limosas orgánicas pocoplásticas.

LIMOS Y ARCILLASLÍMITE LÍQUIDO MAYOR QUE

MHLimos inorgánicos, con mica o arena finadiatomacea o suelos limosos.

CH Arcillas inorgánicas muy plásticas. Arcillas grasas.

OH Arcillas orgánicas de plasticidad mediana o muyplásticas, limos orgánicos.

SUELOS MUY ORGÁNICOS PTTurba, humus, suelos de pantanos con muchamateria orgánica.

NOTA: SE UTILIZARÁN SÍMBOLOS DOBLES PARA CASOS INTERMEDIOS DE CLASIFICACIÓN

SISTEMA UNIFICADO DE CLASIFICACIÓN DE SUELOS

CLASIFICACIÓN DE LAS PARTÍCULAS DE SUELO POR SU TAMAÑO

DIÁMETRO DE LAS PARTÍCULAS EN MILÍMETROS

0,002 0,074 0,42 2 4,75 19,1 100

FINA MEDIA GRUESA FINA GRUESAARCILLA LIMO ARENA GRAVA BOLOSSUELOS DE GRANO FINO SUELOS DE GRANO GRUESO

SUELOS DE GRANO GRUESO. DENSIDAD RELATIVA EN FUNCIÓN DEL ENSAYO S.P.T.

DENSIDAD GOLPEO SPT/30 cm. MUY FLOJOFLOJOMEDIANAMENTE DENSO

DENSOMUY DENSO

45 a 1011 a 30

31 a 5050

SUELOS DE GRANO FINO. RESISTENCIA EN FUNCIÓN DE LA COHESIÓN.

RESISTENCIA COHESIÓN (Kg/cm2 ) MUY BLANDO 0,125

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