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Sub-fluvial passage Kérino at Vannes (56) – France

Sub-fluvial passage Kérino at Vannes (56) – France

Geotechnics
Tunnels and underground constructions

  • General contractor: ADIM Ouest
  • Client: GTM Ouest
  • Project Management: INGEROP/ANTEA GROUP/ENET DOLOWY
  • Assignment: G2 & G4
  • Total cost of work: €66k excluding tax
  • Completion date: since 2013

PROJECT DESCRIPTION AND CHARACTERISTICS

The study carried out by GEOS Ingénieurs Conseils enters into the project of building a tunnel under the river Vannes, at the site known as Kérino, replacing the existing mobile bridge.

This route includes the construction of a 250m sub-fluvial cut-and-cover tunnel and two access hoppers.

ASSIGNMENT

GEOS Ingénieurs Conseils conducted the G2 project studies and geotechnical implementation supervision G4, within the meaning of standard NF P 94-500.

These studies particularly addressed the following points:

  • Complementary geotechnical investigations,
  • Note on general geotechnical assumptions,
  • Analysis of slope stability for access hoppers,
  • Evaluation of pumping flows both in the works and final phase,
  • Evaluation of modules of vertical reaction,
  • Supervision of the cofferdams’ Execution Studies.
Landslide Points – Tunisia

Landslide Points – Tunisia

Geotechnics

  • Client: Engineering consultancy SAT
  • Assignment: Geotechnical expertise mission
  • Completion date: 2012

 

PROJECT DESCRIPTION AND CHARACTERISTICS

The mission carried out by GEOS Ingénieurs Conseils was part of the project entrusted by the Ministry of Equipment of Tunisia to the consortium of engineering companies SAT-CEP. It concerned the reparation studies of landslide points on classified and rural roads in the governorates of Bizerte and Kef in Tunisia.

ASSIGNMENT

GEOS conducted a geotechnical expertise mission (G5 mission). This task consisted in:

  • visiting the 14 listed landslide points and participating in debriefing meetings with the client;
  • preparing a factual report including the most probable causes, the treatment alternatives and the recommended investigations.

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Second bridge over the Wouri – Access to the bridge – Douala – Cameroon

Second bridge over the Wouri – Access to the bridge – Douala – Cameroon

Geotechnics

  • Design-construction: VINCI Group
  • Assignment: G2-PRO & G3
  • Total cost of the work: 90 k€
  • Completion date: 2014-2015

PROJECT DESCRIPTION AND CHARACTERISTICS

The study conducted by GEOS was part of the construction of the second bridge over the Wouri River in Douala (Cameroon). It concerned the access to a structure which represents a linear of 700 m long on the right bank (Bonabéri) and 2,000 m long on the left bank (Deïdo). It supports a road as well as a railway. The longitudinal accesses profile is mainly filled and its height can reach 9 m. Accesses also include the construction of three engineering structures and twelve hydraulic structures.

The geological context is characterised by the Wouri alluvium: the alternation of fine soils (clay, silt) and sandy soils of significant thicknesses (greater than 30 m) with very compressible layers (soft clay, mud …).

The encountered difficulties and, in particular the settlements (consolidation, creep) required the use of soil reinforcement (completion of rigid inclusions) for the abutment on the left bank. In addition, a test embankment is under construction. GEOS will exploit the results for the rest of the project.

 

ASSIGNMENT

GEOS conducted the studies from project to execution level (G2 and G3 missions according to the NF P 94-500 standard) for access to the second bridge over the Wouri.

This study particularly approached the following points:

  • Geotechnical hypothesis notes for earthworks, engineering structures and access hydraulic structures,
  • Geotechnical studies of the project and execution of access earthworks and technical blocks of the bridge.

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Wastewater disposal system between St Genis Pouilly and Choully (01) – Switzerland/France

Wastewater disposal system between St Genis Pouilly and Choully (01) – Switzerland/France

Geotechnics
Tunnels and underground constructions

  • Client: Local Group Coopération Transfrontalière (G.L.C.T.)
  • Assignment: Complete project management (AVP, PRO, ACT, VISA, DET, AOR)
  • Total cost of work: € 463k
  • Completion date: 2006-2010

PROJECT DESCRIPTION AND CHARACTERISTICS

The project involves building a sewage disposal tunnel between St Genis Pouilly in France and Choully in Switzerland.

The project consists of:

  • a 3,000m long gallery, Ø 2,500 m;
  • 6 collectors Ø 1,000 to 1,500 with a cumulative length of 778m;
  • 4 access wells.

ASSIGNMENT

GEOS Ingénieurs Conseils carried out the project management on behalf of the Local Group Coopération Transfrontalière (G.L.C.T.)

The studies included the following:

  • geotechnical supervision of the works, tunnel cutting face description;
  • all the missions of the MOP law (AVP, PRO, ACT, DCE, VISA, DET);
  • AMO, Schedule management and bi-national aspects (customs, taxation, environment, social law, …).

 

Moving of the A9 highway to Montpellier (34) – France

Moving of the A9 highway to Montpellier (34) – France

Geotechnics

  • Client: AUTOROUTES DU SUD DE FRANCE
  • General Contractor: INGEROP CONSEIL ET INGENIERIE
  • Assignment: Geotechnical project management
  • Total cost of work: AVP / PRO: €552k; VISA / DET: €434k
  • Completion date: 2006-2016

PROJECT DESCRIPTION AND CHARACTERISTICS

The study carried out by GEOS Ingénieurs Conseils enters into the project of moving the A9 highway to Montpellier.

This 23-kilometer-long route consists half in widening the existing highway and half in building the new line.

In terms of earthworks, the route is deficient: 3.1Mm³ of embankments for 1.2Mm³ of cuttings excavated soil.

The new route crosses, in its central part, a vast plain of alluvial spreads (Lez-Lironde, Lantissargues…) and goes along the TGV line CNM under construction in a sector of compressible land, with a great lateral variability.

The backfills, 6- to 12-meter-high, were set up in advance to minimize their interaction with the CNM project. Vertical drains have been implemented under the most sensitive technical backfills.

 

ASSIGNMENT

GEOS, in collaboration with INGEROP’s engineering teams, the project’s Prime Contractor, carried out the geotechnical design studies (dossier: Highway Pre-project Phase) and carried out the geotechnical monitoring of the works (VISA, DET) .

This is defined in the NFP 94-500 standard for the G1-PGC / G2-AVP / G2-PRO / G2-DCE / ACT and G4 missions. These studies particularly addressed the following points:

  • Definition of the geological, geotechnical and hydrogeological context of the project,
  • Drafting of geotechnical parts of APA TCFH,
  • AVP and PRO: Studies of earthworks (stability, slopes, settlements) and engineering structures,
  • Definition of the complementary measurements (mask in cuttings, vertical drainage and preloading of the technical blocks),
  • Definition of auscultations to be implemented,
  • ACT: Technical assistance to write the tendering package and to examine the tenders,
  • Approval of geotechnical implementation studies, approval forms and execution procedures,
  • DET: Geotechnical supervision of the engineering structures.