- 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 Wall - Mustla Bridge Abutment Design, Estonia
Project Gallery Leaflet - Mustla Bridge Estonia
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
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
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
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
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
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
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
-
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
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
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
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
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
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
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
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
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
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
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
-
-
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
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
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
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
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
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
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)
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
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)
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)
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)
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
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
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
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
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
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
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
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
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
