GEO5 Logiciel

Galerie des projets

La multifonctionnalité et la maîtrise simple de nos programmes garantissent des solutions puissantes pour un large éventail de projets. Dans la galerie des projets, nous vous présentons quelques exemples de structures intéressantes qui ont été conçues en utilisant nos produits.

Redi-Rock Wall - Mustla Bridge Abutment Design, Estonia

Nom du projet: Mustla Bridge
Situation: Estonia
Durée de la construction: 2019
Dessinateur: Geoman Ltd.
Paramètres techniques: Reinforced Earth retaining structure using Redi-Rock PC System (Positive Connection)
Length of the whole structure: 44,5m
Height (including base block): 4,6 m

The Redi-Rock PC is a reinforced earth retaining wall solution based on the standard Redi-Rock segmental mass-gravity system. A 300mm wide strip of geogrid is pulled through the core of the block and is laid with a layer level with the base of the block and one at the top. Any tension is balanced by that in the other layer, preventing the grid from being pulled through the block. This creates a strong, consistent facing connection that does not vary in capacity with depth.
Logiciel: GEO 5 - Murs Redi - Rock
Fichiers:: redi-rock-wall-estonia-bridge-abutment.pdf

Redi-Rock PC retaining wall construction with geogrid strips.

3D model of the structure in the program Redi-Rock Wall

Front view to the structure (construction design) in the Redi-Rock Wall program

Project Gallery Leaflet - Mustla Bridge Estonia

Project Gallery Leaflet - Mustla Bridge Estonia

Project Gallery Leaflet - Mustla Bridge Estonia - Anglais

Metro Line C, Prague, Czech Republic

Nom du projet: Construction of Metro Line C
Situation: Prague - Ladvi - Letnany, Czech republic
Durée de la construction: 2002–2007
Dessinateur: METROPROJEKT Praha, a. s.,
Ing. Jaroslav Kopecny
Logiciel: GEO 5 - Conception des écrans de soutènement
GEO 5 - Vérification des écrans de soutènement

Excavation site

Excavation site

Verification of sheeting design

Project Gallery Leaflet - Prague Metro line C

Project Gallery Leaflet - Prague Metro line C

Concrete sewer, Slatina, Romania

Nom du projet: Concrete sewer - Slatina
Situation: Slatina, jud. Olt, Romania
Durée de la construction: 2014
Dessinateur: Proexrom, Romania
Logiciel: GEO 5 - Pentes clouées

Instalation of the anchors and the excavation of the soil.

Application of shotcrete.

Resultado del análisis geotécnico. Extracción, fuerzas de corte y momentos flectores.

Project Gallery Leaflet - Concrete Sewer

Project Gallery Leaflet - Concrete Sewer

Project Gallery Leaflet - Concrete Sewer - Anglais

Nádraží Veleslavín Station, Prague, Czech Republic

Nom du projet: Nádraží Veleslavín Station, Metro V.A, Prague
Situation: Prague, Czech Republic
Durée de la construction: 2011 - 2014
Dessinateur: Metroprojekt Praha a.s.
Ing. Martina Urbánková
Paramètres techniques: Three-aisled station
Length: 100m
Maximum width: 22.34 m
Maximum height: 10.25 m
Side of the excavation area 70.6 m2
Secondary excavation area 42.9 m2
Logiciel: GEO 5 - MEF

Tunnel portal

FEM - Results of the analysis - Phase 8

FEM - Results of the analysis - Phase 26

Project Gallery Leaflet - Nádraží Veleslavín Metro Station

Project Gallery Leaflet - Nádraží Veleslavín Metro Station

Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road, Saudi Arabia

Nom du projet: Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road
Situation: Saudi Arabia
Durée de la construction: 2017-2018
Dessinateur: Civil Engr. Al-Hussain Hassan
Paramètres techniques: Tunnel Length:650 M
Depth of excavation: 15.0m
Number of rows of anchors: 5
Distance between anchors: 3.0m
Contractor: Jeddah Foundation Company
Logiciel: GEO 5 - Vérification des écrans de soutènement

Construction pit with anchored sheeting|

Construction pit with anchored sheeting|

GEO5 Sheeting Check - Internal stability verification

Bridge “Las Ferias Av”, Venezuela

Nom du projet: Bridge “Las Ferias Av”
Situation: Valencia City, Venezuela
Durée de la construction: 2015
Dessinateur: Sismica C.A. Ing. Edinson Guanchez (Msc, Esp)
Paramètres techniques: Total Deck Length = 139 m (4 spans)
Maximum span length = 36 m
Access Ramps Length = 250 m
Total Bridge Length = 389 m
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Murs en massif renforcé
GEO 5 - Culées
GEO 5 - Pieux
GEO 5 - Groupe de pieux
Fichiers:: additional-description-and-drawings.pdf

Bridge abutment

Access Ramp

Slope Stability verification

Deep Excavation in Prishtina, Kosovo

Nom du projet: Deep Excavation - Anchored Diaphragm Wall
Situation: Prishtina, Kosovo
Durée de la construction: 2018
Dessinateur: "Geotest Engineering", Prishtinë
Dr. Ing. Qani V. Kadiri
Ing. Adrian Kadiri
Paramètres techniques: Depth of excavation: 19.5m
Thickness of diaphragm wall: 0.6m
Number of rows of anchors: 5
Distance between anchors: 2.5m
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Vérification des écrans de soutènement
Fichiers:: deep-excavation-in-prishtina.pdf

12-meter high Gabion Wall, Mexico

Nom du projet: 12-meter high Gabion Wall
Situation: Guanajuato, Gto. México
Durée de la construction: 2015
Dessinateur: Ing. Pedro J. Villarreal Pinzón
TREE CONTACTO S.A. DE C.V.
Logiciel: GEO 5 - Gabions
Fichiers:: PDF - GEO5 - Gabion report

Critical section of 12 meters high gabion.

Critical section of 12 meters high gabion.

Image from GEO5 - Gabion report

Athienou Sewage Treatment Plant and associated works, Cyprus

Nom du projet: Athienou Sewage Treatment Plant and associated works
Situation: Cyprus
Durée de la construction: 2015 - 2017
Dessinateur: Ioannis Pericleous, MSc, CEng, MIStructE
Paramètres techniques: The project was a Design, Build, Operate contract and it included a sewage treatment plant with RC water tanks, one water retaining earth lagoon with capacity 100.000m3 and one 3.000m3. Project also included the design of several other associated works, such roads, 4no. Pumping stations located in Athienou community approx. 8m deep each, building irrigation network, etc.
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Tassements
-

Simplified digital terrain model with soil stratification and GWT

Overall stability design of the earth lagoons

Settlement calculation of the lagoon embankments and of the main structure of the Sewage Treatment plant

Line 4 Metro, Budapest, Hungary

Nom du projet: Budapest Metro Line 4
Situation: Keleti Railway Station - Budapest, Hungary
Durée de la construction: 2007
Dessinateur: Goda Balázs, Honti Imre, Huszka Gábor Főmterv Zrt.
Logiciel: GEO 5 - Vérification des écrans de soutènement

Sheeting props

Envelopes - Displacement, Bending moment, Shear force

Sheeting props

Office buildings, Madrid, Spain

Nom du projet: Construction office buildings “Quinta de los Molinos”
Situation: Madrid, España
Durée de la construction: 2004-2005
Dessinateur: Daniel Danés Grases
Logiciel: GEO 5 - MEF
GEO 5 - Pentes clouées

Building construction site

Vertical excavation parallel to the current excavation through nailed slopes with active anchors

Stress and displacements analysis using the Finite Element Method (FEM) for retaining walls

Drilled piles, Brasilia, Brazil

Nom du projet: Drilled piles
Situation: Brasilia, Brazil
Durée de la construction: 2003–2005
Dessinateur: Renato P. Cunha, MSc, PhD
Logiciel: GEO 5 - Conception des écrans de soutènement
GEO 5 - Vérification des écrans de soutènement

Drilled-pile wall

Drilled-pile wall 2

Sheeting of excavation pit – anchor introduction

Gabion revetments, Ostrowo, Poland

Nom du projet: Gabion revetments – Jastrzębia Góra – Ostrowo
Situation: Jastrzębia Góra – Ostrowo, Poland
Durée de la construction: 2012
Dessinateur: INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Logiciel: GEO 5 - Gabions
Fichiers:: geo5-report-ostrowo.pdf

Calculation of structure - report

Slope Stability verification - report

High-rise building, Istanbul, Turkey

Nom du projet: High-rise building
Situation: Istanbul, Turkey
Durée de la construction: 2007
Dessinateur: NYS Project Consultancy and Constracting Co.
Ing. Yavuz Seymen
Logiciel: GEO 5 - Conception des écrans de soutènement
GEO 5 - Vérification des écrans de soutènement

Front face where partly soil nails are used as a part of mini pile & anchored wall

Left side

Verification of sheeting design

High-rise building Soyak, Istanbul, Turkey

Nom du projet: High-rise building Soyak
Situation: Istanbul, Turkey
Durée de la construction: 2011-2012
Dessinateur: NYS Constructıon
Paramètres techniques: Excavation depth: 32,5m
Piles installed: 10,700m
Anchors installed: 71,000m
Soil excavation: 205.000 m3
Logiciel: GEO 5 - Vérification des écrans de soutènement

Pile curtain

Props detail

Support definition on Sheeting Check program

Kanianka dam, Slovakia

Nom du projet: Kanianka dam
Situation: Town of Kanianka, Slovakia
Durée de la construction: 2004
Dessinateur: Overall verification: Ing. Andrej Kasana
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - MEF

Bottom outlet

Dam of the reservoir

Stress analyses by finite element method

New Connection, Prague, Czech Republic

Nom du projet: New Connection Prague
Situation: Prague Main Station - Masaryk’s Station – Liben - Vysocany, Czech republic
Durée de la construction: 2004–2010
Dessinateur: Ing.Miroslav Sedivy
Logiciel: GEO 5 - MEF

Sheeting wall consisting of drilled piles with anchored soldier beam

Retaining wall

Stress analysis using the Finite Element Method

Pedestrian tunnel, Gdansk, Poland

Nom du projet: Pedestrian tunnel – Gdansk
Situation: Gdańsk, Poland
Durée de la construction: 2013
Dessinateur: INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Logiciel: GEO 5 - MEF – Tunnel

Underpass - tunnel for pedestrians and cyclists

Tunnel for pedestrians - FEM report

Tunnel for pedestrians - FEM report 2

Q22 Excavation Pit, Warsaw, Poland

Nom du projet: Q22 Excavation Pit, Warsaw, Poland
Situation: Warsaw, Poland
Durée de la construction: 2013 - 2016
Dessinateur: Buro Happold Polska Sp. z o.o.
Maciej Sobotkowski, MSc. Eng.
Zbigniew Czajewski, MSc. Eng.
Paramètres techniques: 155 meters high office building with 5 underground levels. The depth of the excavation pit is more than 20 meters.
Logiciel: GEO 5 - Vérification des écrans de soutènement

Global view on construction site

Cross-lot supported excavation

Introduction of struts in

Retaining walls RediRock, Newport, USA

Nom du projet: Sanville memorial public works facility
Situation: Newport, USA
Durée de la construction: 2008
Dessinateur: Souhegan Valley Engineering Inc.
New Hampshire, Newport USA
Logiciel: -

Retaining wall

All round view to build ground

Verification of wall

Shopping Center and Housing Project, Antalya, Turkey

Nom du projet: Shopping Center
Situation: Antalya, Turkey
Durée de la construction: 2009-2010
Dessinateur: NYS Constructıon
Paramètres techniques: Excavation depth: 24m
Bored Piles installed: 18,000m
Anchors installed: 108,000m
Logiciel: GEO 5 - Vérification des écrans de soutènement

Front face where partly soil nails are used as a part of pile & anchored wall

Foundation ditch with sheeting

Verification of sheeting design

Temporary containment of terrain, Tenerife Norte, Spain

Nom du projet: Temporary containment of terrain
Situation: Valle Colino, Tenerife Norte, Spain
Durée de la construction: 2006
Dessinateur: Francisco Javier Cruz García
Logiciel: GEO 5 - Pentes clouées

Shotcrete

Calculation of internal stability, global stability and anchors using the software GEO5 - Nailed slopes

Result of the geotechnical analysis. Pull out, shear forces and bending moments

Tesare dam, Tesare, Slovakia

Nom du projet: Tesare dam
Situation: Town of Tesare, Slovakia
Durée de la construction: 2004
Dessinateur: Overall verification: Ing. Andrej Kasana
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - MEF

Sluice gate

Dam of the reservoir

Verification of slope stability

Tunnel ventilation access, Lérida, Spain

Nom du projet: Tunnel ventilation in AVE and Lérida access
Situation: Avenue Once de Septiembre, Lérida, España
Durée de la construction: 2008
Dessinateur: Ignacio Zuloaga
Logiciel: GEO 5 - MEF

Excavation of the tunnel

Geotechnical analysis

Analysis of settlement

VMO Dobrovského, Prague, Czech Republic

Nom du projet: VMO Dobrovského Brno
Situation: Road I/42 Brno, Czech republic
Durée de la construction: 2002–2005
Dessinateur: Ing. Jaroslav Lacina
Logiciel: GEO 5 - MEF

Tunnel portal

Visualisation of final structure

Vertical stress based on tunnel analysis

Waterworks Hosterwitz, Dresden, Germany

Nom du projet: Waterworks Hosterwitz
Situation: Dresden - Hosterwitz, Germany
Durée de la construction: 2012
Dessinateur: G.E.O.S. Ingenieurgesellschaft mbH
Dipl. – Ing. Juraj Ortuta, Dipl. – Ing. Andreas Köhler
Paramètres techniques: Safety assessment of complex of buildings for planned increase of flood control waterworks Hosterwitz.
Logiciel: GEO 5 - MEF

Waterworks Hosterwitz

Geotechnical model

Analyses of subsoil deformation under foundations of construction

Newry, Ireland - Dominican Chapel, Ireland

Nom du projet: Newry, Ireland - Dominican Chapel
Situation: Newry, Northern Ireland
Durée de la construction: 2017
Dessinateur: Geoman Ltd.
Liam K.D.
Paramètres techniques: Landscaping by MacWall system with NFC Fill.
Wall height: from 1.8 m to 3.6 m
Total number of walls: 5
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Murs en massif renforcé
Fichiers:: PDF - Additional information about the project (detailed description, photos, documentation)

Slope reinforcement

Retaining walls

Slope stabilitz - Retaining walls - Terrain load (surcharge)

El Cerrillo Park Comenar Viejo, Spain

Nom du projet: El Cerrillo Park Comenar Viejo
Situation: Madrid, Spain
Durée de la construction: 2019
Dessinateur: Wall Designer: Geoman Ltd.
Redi-Rock Supplier: Memorial Parks
Paramètres techniques: Reinforced retaining wall using Redi-Rock PC System (Positive Connection)
Length of the whole structure: 70,2m
Max. height: 5,02 m

GEO5 Prefab Wall was used to assess the suitability of sheets of Geotextile reinforcement with a friction connection between blocks when the walls surpassed achievable heights using mass gravity, the Redi-Rock Wall module was used for standard Gravity analysis while the Stability Module provided global analysis for all sections considered.
The wall was founded on competent medium-dense granite sand and designed using the Spanish adaption of EC7 (UNE-EN 1997-1:2004) and associated annex.
The local soil group is described as Leptosols. The soil unit was described as Lithic and Dystric.
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Murs préfabriqués

General view of the retaining wall from the Redi-Rock system

GEO5 Prefab Wall - Slip and Overturning verification

GEO5 - Slope Stability - Slope stability verification

Brantham, Suffolk - Two reinforced walls, UK

Nom du projet: Brantham, Suffolk - Two reinforced walls
Situation: Brantham, Suffolk, UK
Durée de la construction: 2021
Dessinateur: Kenneth Knox, Stabilisure Ltd.
Paramètres techniques: Two 5.3m high, 70m long Rootlok hybrid nailed MSE walls at Stour view.
Number of rows of soil nails: 7
Nails distance: approx. 80cm
Total length of the supporting structure: 70m
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Murs en massif renforcé
Fichiers:: PDF - Additional information about the project (detailed description, photos, documentation)

Slope stabilization - reinforced by soil nails

Rootlok bag facing

Verification of slope stability in the GEO5 Slope Stability program

Allenton, Derby - Ecocrib retaining wall, UK

Nom du projet: Allenton, Derby - Ecocrib retaining wall
Situation: Allenton, Derby, UK
Durée de la construction: 2020
Dessinateur: William Morrow (Geoman Ltd.)
Installer/ material supplier: PC Construction
Paramètres techniques: Ecocrib retaining wall - 100% recycled mixed polymer retaining crib wall system.
Maximum retained height: 4.1m
Total length: 50m
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Murs préfabriqués
Fichiers:: PDF - Additional information about the project (detailed description, photos, documentation)

Polymer retaining crib wall system

Polymer retaining crib wall system

Verification of slope stability in the GEO5 Slope Stability program

Lawley Village Phase 10, Telford, UK

Nom du projet: Lawley Village Phase 10, Telford
Situation: Lawley Village, Telford
Durée de la construction: 2021
Dessinateur: Kenneth Knox
Geoman Ltd.
Paramètres techniques: Height of reinforced slope: up to 6m
Total length of the slope: 300m
Slope stabilization technology: soil bag facing
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Murs en massif renforcé
Fichiers:: PDF - Additional information about the project (detailed description, photos, documentation)

Installation of individual layers of soil bags with the insertion of geo reinforcement and backfilling

Overall view of the construction site

Construction design in the GEO5 MSE Wall program

Building of World Trade Center Asuncion

Nom du projet: Building of World Trade Center Asuncion
Situation: Asunción - Paraguay
Durée de la construction: 2012
Dessinateur: Ing. Augusto J. Leoni
Paramètres techniques: Pile curtain with not pre-tensioned (passive) anchors.
Depth of excavation: 16 m
Diameter of piles: 0.23 m
Piles spacing: 0.90 m
Number of rows of anchors: 5
Distance between anchors: 2.50 m
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Vérification des écrans de soutènement

Construction pit with pile wall

Expansion of shopping center Shopping del Sol

Nom du projet: Expansion of shopping center Shopping del Sol
Situation: Asunción - Paraguay
Durée de la construction: 2014
Dessinateur: Ing. Augusto J. Leoni
Paramètres techniques: Pile curtain with pre-tensioned (active) anchors.
Deep of excavation: from 14 to 18 m
Diameter of piles: 0,23 m
Piles spacing: 0,90 m
Number of rows of anchors: 4
Distance between anchors: Variable
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Vérification des écrans de soutènement

Construction pit with pile wall

Apartment house Eminent

Nom du projet: Apartment house Eminent - Asunción
Situation: Asunción - Paraguay
Durée de la construction: 2015
Dessinateur: Ing. Augusto J. Leoni
Paramètres techniques: Pile curtain with pre-tensioned (active) anchors.
Deep of excavation: from 14 m
Diameter of piles: 0.23 m
Piles spacing: 0.90 m
Number of rows of anchors: 5
Distance between anchors: Variable
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Vérification des écrans de soutènement

Construction pit with pile wall

Design of sheeting wall in the GEO5 Sheeting Check program

Internal forces

Paseo del Bajo parking in front of the Casa Rosada

Nom du projet: Paseo del Bajo parking in front of the Casa Rosada
Situation: Argentina - Buenos Aires
Durée de la construction: 2019
Paramètres techniques: The construction pit is in close proximity to the historic sewerage system, which is more than 100 years old. The front of the excavation at a distance of only 6m from the sewer. Depth of excavation: 10,5 m
Number of rows of anchors: 4
Distance between anchors: 2.50 m
Logiciel: GEO 5 - MEF
GEO 5 - Vérification des écrans de soutènement

Excavation - construction pit

Anchored wall near to the historic sewer - GEO5 program FEM

Design of a Rock Slope

Nom du projet: Design of a Rock Slope
Situation: Guizhou Province, China
Durée de la construction: 2016 - 2017
Dessinateur: Guizhou Metallurgical Design and Research Institute
Paramètres techniques: Rock slope stabilization using anchored reinforced concrete beams with two rows anti-slide piles at the lower edge of the slope.
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - MEF
GEO 5 - Pieux stabilisateurs
Fichiers:: Output protocol from the GEO5 Slope Stability program

Rock slope stabilization - construction stage

Verification of slope in the GEO5 Slope Stability program

Analysis of bending moments of pile in the program GEO5 FEM

Slope stabilization using three rows of Anti-slide piles

Nom du projet: Slope stabilization using three rows of Anti-slide piles
Situation: Jiangsu Province, China
Durée de la construction: 2016
Dessinateur: Geological Engineering Investigation of Jiangsu Province
Paramètres techniques: Slope stabilization with three rows of Anti-slide piles. Three separate series of stabilization piles: Pile diameter: 1m, 1m, 1.5m Pile depth: 9m, 11m, 15m Stabilization pile wall width: 19m, 27m, 33m Length of the stabilized part of the slope: approx. 120m
Logiciel: GEO 5 - Stabilité des pentes
GEO 5 - Pieux stabilisateurs
Fichiers:: Output protocol from the GEO5 Slope Stability program

Construction site - slope

Design of pile in GEO5 Anti-Slide Pile program

Verification of slope stability in GEO5 Slope Stability program

Shanghe Hanghu East Station - Retaining Wall

Nom du projet: Shanghe Hanghu East Station - Retaining Wall
Situation: Zhejiang Province, China
Durée de la construction: 2014 - 2016
Dessinateur: China Railway Siyuan Survey and Design Group Co., Ltd.
Paramètres techniques: Slope supporting structures at the railway corridor. Retaining reinforced concrete wall based on piles and reinforced MSE wall. Depth of foundation piles: 18.5 m Height of the reinforced retaining wall: 4.6 m Height of MSE wall: 4.6 m Number of rows of geo-reinforcements: 4 Reinforcement length: 4m
Logiciel: GEO 5 - Murs en massif renforcé
GEO 5 - Murs cantilever
GEO 5 - Pieux
Fichiers:: Output protocol from the GEO5 Cantilever wall and MSE wall program

General view of the railway corridor with side supporting structures

Retaining wall in the GEO5 Cantilever Wall program

Internal stability of MSE wall

Niuzhaishan Tunnel

Nom du projet: Niuzhaishan Tunnel
Situation: Fujian Province, China
Durée de la construction: 2012 - 2014
Dessinateur: Geological Engineering Investigation of Fujian Province
Paramètres techniques: The Niuzhaishan Tunnel in total length 1,697 m.
The double arc-tube highway tunnel will span four lanes in each direction.
Excavation tube width: 32 m.
Excavation tube height: 22,5 m.
Logiciel: GEO 5 - MEF
GEO 5 - MEF – Tunnel
GEO 5 - Stratigraphie
Fichiers:: China Niuzhaishan Tunnel Output Report

Tunnel portal - Supporting micropiles before tunnel drilling

Analysis in GEO5 FEM Tunnel program

Subsoil model in the Stratigraphy program

Construction of Expressway S7, Poland

Nom du projet: Construction of Expressway S7, Koszwały-Nowy Dwór Gdański
Situation: Poland
Durée de la construction: 2018
Dessinateur: INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Paramètres techniques: Stabilization of the expressway subsoil using a group of piles.
Pile diameter: 0,40m
Number of drilled displament piles: 186000
Logiciel: GEO 5 - MEF
Fichiers:: poland-subsoil-stabilization-expressway.pdf

Removal of incoherent soil

Piles (caps) + georeinforcement and covering with cohesive soil

A group of piles with a cover cap

Essayer de travailler avec le logiciel GEO5

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