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Singular Works

Singular Works

PRECAST PILES

TERRATEST
Precast Piles
Access Roads Senegambia Bridge
Precast Piles

Piling Works - Access Roads Senegambia Bridge

Precast Piles
Combined Cycle Power Plant at
Barcelona Sea Port (Spain)
Precast Piles

The foundation works for the new Combined Cycle Power Plant at Barcelona Port (Spain) were executed using TERRA precast piles, during the period February 2.008 – January 2.009.

Precast Piles
Structures E-4.1, E-5.1, E-7 Y E-8.1
Castellbisbal/Mollet junction, Mollet (Barcelona)
Precast Piles

Between February and November 2009, the foundation was made in three piling operations by means of Terra precast piles in structures E-4.1, E-5.1, E-5.3.1, E-7 y E-8.1 of the branch line, Castellbisbal/Mollet, Mollet junction in Castellbisbal (Barcelona).

Precast Piles
Tunu and Ogotobo Crude Oil Separation Stations
(Nigeria)
Precast Piles

Between the months of January 2014 and June 2014, the precast pile foundation of the Tunu and Ogotobo crude oil separation stations was carried out. Those sites are located at the Bayelsa State in Nigeria.



BORED PILES

TERRATEST
Trans Gambia Bridge (The Gambia)
Bored Piles

Steel Piles for the foundation of the Trans Gambia Bridge (The Gambia)

Precast Piles
Stabilization. Salobreña
Bored Piles

Slope stabilization Urbanization Alfamar, (Granada).



CFA

TERRATEST
CFA
Mokwa, Niger State, Nigeria
CFA

Golden Sugar Company Limited - Sunti Project Ml-12123



MICROPILES

TERRATEST
Micropilotes
Caja Burgos Museum of
Contemporary Art (Burgos)
Micropiles

Anchored Micropile Curtain for the“Caja Burgos” Museum ofContemporary Art (Burgos).



DIAPHRAGM WALLS-TRENCH CUTTER

TERRATEST
Diaphragm Walls-trench Cutter
Madrid-Barcelona HST (Spain)
TMB Excavation for HST in Barcelona
Hidromill Diaphragm Wall and Pile Retaining Wall

The project is located in the heart of Barcelona. The scope is to execute protection for TBM excavation for the buildings and singular monuments, in the most important commercial area of ​​Barcelona, with a high density of shops and tourism places.

Diaphragm Walls-trench Cutter
Madrid-Barcelona HST (Spain)
HST Girona Station
Hidromill Diaphragm Wall and Pile Retaining Wall

Terratest has executed the foundation of the future AVE Station in Girona, acting as main contractor directly for the UTE AVE GIRONA. The foundation works started on November 2008 and finish April 2010, including the execution of the perimeter diaphragm wall of the station, the foundation bearing elements, and a provisional pile retaining wall inside the station.



SOIL NAILING

TERRATEST


GROUND ANCHORS

TERRATEST
Ground Anchors
Bracing of access banks and wall for an
installation building in
the Somport Tunnel (Huesca)
Ground Anchors

Execution of the following works has been proceeded with for bracing of the access banks to the new Somport Tunnel, as well as for the foundations corresponding to the control buildings for said tunnel.

Ground Anchors
Anchored Micro-Pile for a building in Azca (Madrid)
Ground Anchors

An anchored micro-pile screen was executed for the El Corte Ingles building in Azca (Madrid).



GEOPIER® Systems

TERRATEST
Soluciones GEOPIER®
Naves “Nuevo Seseña”,
Seseña (Toledo)
GEOPIER® Systems

Mejora del Terreno Mediante Sistema Geopier® GP3 de Columnas de Grava Compactadas para Cimentación de las Naves “Nuevo Seseña” en Seseña (Toledo)


Soluciones GEOPIER®
Centro Comercial Open Sky,
Torrejón de Ardoz (Madrid)
GEOPIER® Systems

Mejora del Terreno Mediante Sistema Geopier® Impact de Columnas de Grava Compactadas para Lago Central del Centro Comercial Open Sky, Torrejón de Ardoz (Madrid)


GEOPIER® Systems
Nave Almacenamiento en Muelle Cabezuela,
Puerto Real (Cádiz)
GEOPIER® Systems

Mejora del Terreno mediante Sistema Geopier® GCC de Inclusiones Rígidas para Nave Almacenamiento en Muelle Cabezuela, Puerto Real (Cádiz).


GEOPIER® Systems
Naves en el Muelle Aragón, Puerto de Tarragona
GEOPIER® Systems

Mejora del Terreno Mediante Sistema Geopier® Impact de Columnas de Grava Compactadas para Naves en el Muelle Aragón, Puerto de Tarragona.

GEOPIER® Systems
Plataforma Logística Stef en Algoz, Portugal
GEOPIER® Systems

Mejora del Terreno Mediante Sistema Geopier® GP3 de Columnas de Grava Compactadas para Plataforma Logística Stef en Algoz, Portugal.



WICK DRAINS

TERRATEST
Wick Drains
Preload treatment by means of Wick
Drains in the Calamocha E.D.A.R.
(Waste Water Purifying Plant) (Teruel)
Wick Drains

Preload treatment was executed during the month of March of 2000, by means of Wick Drains for consolidation of the terrain at the Calamocha Purifying Plant (Teruel).

Wick Drains
Preload treatment by means of Wick Drains in
the Airfield of the Prat de Llobregat Airport
(Barcelona)
Wick Drains

The preload treatment by means of Wick Drains for consolidation of the soil at the Barcelona Airport was executed in the month of December of 2000.



METALLIC BRACING

TERRATEST


STONE COLUMNS

TERRATEST


JET GROUTING

TERRATEST
Jet Grouting
Bilbao Metro (Spain) Underground Line Works
Jet Grouting

The work involved the execution of a waterproof bottom slab with Jet-grouting columns, along the future track path situated between diaphragm walls performed for the excavation. Once the columns were tested, we proceeded to design the required distribution and type sections.

Jet Grouting
Madrid Metro (Spain) TBM Excavation
Jet Grouting

The soil improvement treatment executed by Jet grouting type I, was carried out to avoid possible terrain settling brought about by the TBM ground excavation during the execution of the metro tunnel. For that reason, Jet grouting columns with inverted V shape, were deployed in almost the whole surface to be treated, the only modification applied being the inclination of the columns.

Jet Grouting
Madrid Metro (Spain) TBM Excavation
Jet Grouting

The soil improvement treatment executed by Jet grouting type I, was carried out to avoid possible terrain settling brought about by the TBM ground excavation during the execution of the metro tunnel. For that reason, Jet grouting columns with inverted V shape, were deployed in almost the whole surface to be treated, the only modification applied being the inclination of the columns. A number of tests were carried out prior to the execution of the works, to ensure that the appropriate parameters influenced by the ground conditions were taken into account.



GROUTING

TERRATEST
Compaction Grouting
Metro Tunnel Karlsruhe
Compaction Grouting

City Metro Tunnel Karlsrhue Manchette Pipe Grouting.



COMPENSATION GROUTING

TERRATEST
Compensation Grouting
Tunnel Schumann Josaphat
Compensation Grouting

Tunnel Schumann Josaphat Brussels (Belgium).



COMPACTION GROUTING

TERRATEST


SHEETPILES

TERRATEST


MICROTUNNELING

TERRATEST


CONSOLIDATION TUNNEL

TERRATEST
Consolidation Tunnel
Metro Line U3 Munich Olympiapark
Horizontal Jet Grouting

Metro Line U3 Munich Olympiapark Horizontal Jet Grouting in Tunnel.



HORIZONTAL DIRECTIONAL DRILLING

TERRATEST


ENVIRONMENTAL WORKS

TERRATEST


GROUND FREEZING

TERRATEST
Ground Freezing
Metro Warsaw Ground Freezing
Ground Freezing

Second Warsaw metro Line. Mixed method ground freezing at station C13 Powisle underneath the Wislostrada Tunnel.

Ground Freezing
Slovacki Tunnel Danzig Poland
Ground Freezing

Road Tunnel 1,1 km long and 11 m internal diameter crossing under the so called Dead Vistula river in the vicinity of Danzig (Poland).

Ground Freezing
City Tunnel Leipzig
Ground Freezing

Twin Metro tunnel crossing under the main building of the Central Station of Leipzig in Germany.



ENGINEERING

TERRATEST
Engineering
ACKNOWLEDGEMENT AND GEOTECHNICAL STUDY
Geotechnical Study

Acknowledgement and geotechnical study at Alcalá de Henares, Madrid.



AUSCULTATION

TERRATEST
Auscultation
Asurvey of the Ecological Wall
in Cabanas (A Coruña)
Auscultation

The extension of the AC-141 road between the towns of Cabañas and Goente in Corunna required the augmentation of the side of the mountain through the technique of ecological walls.

Auscultation
Installation of four Piezometers
at the Arbón Dam (Asturias)
Auscultation

Auscultation of the Arbón Dam was reinforced by placing 4 vibrating wire piezometers in the abutments of the clay core. The piezometers were embedded at the bottom of 4 bore holes executed from the crowning. Perforation was in dry and with continuous extraction of the check sample.



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Environmental Works, Ground Freezing, Engineering

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