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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

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
PDF, 1,01 MB

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
PDF, 723,88 KB

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. Result of the geotechnical analysis. Pull out, shear forces and bending moments.
Project Gallery Leaflet - Concrete Sewer
Project Gallery Leaflet - Concrete Sewer

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
PDF, 645,59 KB

Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road

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”

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

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
GEO 5 - Graticiel Murs Redi – Rock
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

El Cerrillo Park Comenar Viejo

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.
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

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