- Project name:
- Mustla Bridge
- Location:
- Estonia
- Construction period:
- 2019
- Designer:
- Geoman Ltd.
- Project description:
- 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. - Software:
-
GEO 5 - Redi-Rock Wall
- Files:
-
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
- Project name:
- Construction of Metro Line C
- Location:
- Prague - Ladvi - Letnany, Czech republic
- Construction period:
- 2002–2007
- Designer:
- METROPROJEKT Praha, a. s.,
Ing. Jaroslav Kopecny - Software:
-
GEO 5 - Sheeting Design
GEO 5 - Sheeting Check
Project Gallery Leaflet - Prague Metro line C
Concrete sewer, Slatina, Romania
- Project name:
- Concrete sewer - Slatina
- Location:
- Slatina, jud. Olt, Romania
- Construction period:
- 2014
- Designer:
- Proexrom, Romania
- Software:
-
GEO 5 - Nailed Slope
Project Gallery Leaflet - Concrete Sewer
Nádraží Veleslavín Station, Prague, Czech Republic
- Project name:
- Nádraží Veleslavín Station, Metro V.A, Prague
- Location:
- Prague, Czech Republic
- Construction period:
- 2011 - 2014
- Designer:
- Metroprojekt Praha a.s.
Ing. Martina Urbánková - Project description:
- 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 - Software:
-
GEO 5 - FEM
Project Gallery Leaflet - Nádraží Veleslavín Metro Station
Brantham, Suffolk - Two reinforced walls, UK
- Project name:
- Brantham, Suffolk - Two reinforced walls
- Location:
- Brantham, Suffolk, UK
- Construction period:
- 2021
- Designer:
- Kenneth Knox, Stabilisure Ltd.
- Project description:
- 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 - Software:
-
GEO 5 - Slope Stability
GEO 5 - MSE Wall
- Files:
-
PDF - Additional information about the project (detailed description, photos, documentation)
Allenton, Derby - Ecocrib retaining wall, UK
- Project name:
- Allenton, Derby - Ecocrib retaining wall
- Location:
- Allenton, Derby, UK
- Construction period:
- 2020
- Designer:
- William Morrow (Geoman Ltd.)
Installer/ material supplier: PC Construction - Project description:
- Ecocrib retaining wall - 100% recycled mixed polymer retaining crib wall system.
Maximum retained height: 4.1m
Total length: 50m - Software:
-
GEO 5 - Slope Stability
GEO 5 - Prefab Wall
- Files:
-
PDF - Additional information about the project (detailed description, photos, documentation)
Lawley Village Phase 10, Telford, UK
- Project name:
- Lawley Village Phase 10, Telford
- Location:
- Lawley Village, Telford
- Construction period:
- 2021
- Designer:
- Kenneth Knox
Geoman Ltd. - Project description:
- Height of reinforced slope: up to 6m
Total length of the slope: 300m
Slope stabilization technology: soil bag facing - Software:
-
GEO 5 - Slope Stability
GEO 5 - MSE Wall
- Files:
-
PDF - Additional information about the project (detailed description, photos, documentation)
Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road, Saudi Arabia
- Project name:
- Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road
- Location:
- Saudi Arabia
- Construction period:
- 2017-2018
- Designer:
- Civil Engr. Al-Hussain Hassan
- Project description:
- Tunnel Length:650 M
Depth of excavation: 15.0m
Number of rows of anchors: 5
Distance between anchors: 3.0m
Contractor: Jeddah Foundation Company - Software:
-
GEO 5 - Sheeting Check
Bridge “Las Ferias Av”, Venezuela
- Project name:
- Bridge “Las Ferias Av”
- Location:
- Valencia City, Venezuela
- Construction period:
- 2015
- Designer:
- Sismica C.A. Ing. Edinson Guanchez (Msc, Esp)
- Project description:
- Total Deck Length = 139 m (4 spans)
Maximum span length = 36 m
Access Ramps Length = 250 m
Total Bridge Length = 389 m - Software:
-
GEO 5 - Slope Stability
GEO 5 - MSE Wall
GEO 5 - Abutment
GEO 5 - Pile
GEO 5 - Pile Group
- Files:
-
additional-description-and-drawings.pdf
Deep Excavation in Prishtina, Kosovo
- Project name:
- Deep Excavation - Anchored Diaphragm Wall
- Location:
- Prishtina, Kosovo
- Construction period:
- 2018
- Designer:
- "Geotest Engineering", Prishtinë
Dr. Ing. Qani V. Kadiri
Ing. Adrian Kadiri - Project description:
- Depth of excavation: 19.5m
Thickness of diaphragm wall: 0.6m
Number of rows of anchors: 5
Distance between anchors: 2.5m
- Software:
-
GEO 5 - Slope Stability
GEO 5 - Sheeting Check
- Files:
-
deep-excavation-in-prishtina.pdf
12-meter high Gabion Wall, Mexico
- Project name:
- 12-meter high Gabion Wall
- Location:
- Guanajuato, Gto. México
- Construction period:
- 2015
- Designer:
- Ing. Pedro J. Villarreal Pinzón
TREE CONTACTO S.A. DE C.V. - Software:
-
GEO 5 - Gabion
- Files:
-
PDF - GEO5 - Gabion report
Athienou Sewage Treatment Plant and associated works, Cyprus
- Project name:
- Athienou Sewage Treatment Plant and associated works
- Location:
- Cyprus
- Construction period:
- 2015 - 2017
- Designer:
- Ioannis Pericleous, MSc, CEng, MIStructE
- Project description:
- 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.
- Software:
-
GEO 5 - Slope Stability
GEO 5 - Settlement
-
Line 4 Metro, Budapest, Hungary
- Project name:
- Budapest Metro Line 4
- Location:
- Keleti Railway Station - Budapest, Hungary
- Construction period:
- 2007
- Designer:
- Goda Balázs, Honti Imre, Huszka Gábor Főmterv Zrt.
- Software:
-
GEO 5 - Sheeting Check
Office buildings, Madrid, Spain
- Project name:
- Construction office buildings “Quinta de los Molinos”
- Location:
- Madrid, España
- Construction period:
- 2004-2005
- Designer:
- Daniel Danés Grases
- Software:
-
GEO 5 - FEM
GEO 5 - Nailed Slope
Drilled piles, Brasilia, Brazil
- Project name:
- Drilled piles
- Location:
- Brasilia, Brazil
- Construction period:
- 2003–2005
- Designer:
- Renato P. Cunha, MSc, PhD
- Software:
-
GEO 5 - Sheeting Design
GEO 5 - Sheeting Check
Gabion revetments, Ostrowo, Poland
- Project name:
- Gabion revetments – Jastrzębia Góra – Ostrowo
- Location:
- Jastrzębia Góra – Ostrowo, Poland
- Construction period:
- 2012
- Designer:
- INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus - Software:
-
GEO 5 - Gabion
- Files:
-
geo5-report-ostrowo.pdf
High-rise building, Istanbul, Turkey
- Project name:
- High-rise building
- Location:
- Istanbul, Turkey
- Construction period:
- 2007
- Designer:
- NYS Project Consultancy and Constracting Co.
Ing. Yavuz Seymen - Software:
-
GEO 5 - Sheeting Design
GEO 5 - Sheeting Check
High-rise building Soyak, Istanbul, Turkey
- Project name:
- High-rise building Soyak
- Location:
- Istanbul, Turkey
- Construction period:
- 2011-2012
- Designer:
- NYS Constructıon
- Project description:
- Excavation depth: 32,5m
Piles installed: 10,700m
Anchors installed: 71,000m
Soil excavation: 205.000 m3 - Software:
-
GEO 5 - Sheeting Check
Kanianka dam, Slovakia
- Project name:
- Kanianka dam
- Location:
- Town of Kanianka, Slovakia
- Construction period:
- 2004
- Designer:
- Overall verification: Ing. Andrej Kasana
- Software:
-
GEO 5 - Slope Stability
GEO 5 - FEM
New Connection, Prague, Czech Republic
- Project name:
- New Connection Prague
- Location:
- Prague Main Station - Masaryk’s Station – Liben - Vysocany, Czech republic
- Construction period:
- 2004–2010
- Designer:
- Ing.Miroslav Sedivy
- Software:
-
GEO 5 - FEM
Pedestrian tunnel, Gdansk, Poland
- Project name:
- Pedestrian tunnel – Gdansk
- Location:
- Gdańsk, Poland
- Construction period:
- 2013
- Designer:
- INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus - Software:
-
GEO 5 - FEM – Tunnel
Q22 Excavation Pit, Warsaw, Poland
- Project name:
- Q22 Excavation Pit, Warsaw, Poland
- Location:
- Warsaw, Poland
- Construction period:
- 2013 - 2016
- Designer:
- Buro Happold Polska Sp. z o.o.
Maciej Sobotkowski, MSc. Eng.
Zbigniew Czajewski, MSc. Eng. - Project description:
- 155 meters high office building with 5 underground levels. The depth of the excavation pit is more than 20 meters.
- Software:
-
GEO 5 - Sheeting Check
Retaining walls RediRock, Newport, USA
- Project name:
- Sanville memorial public works facility
- Location:
- Newport, USA
- Construction period:
- 2008
- Designer:
- Souhegan Valley Engineering Inc.
New Hampshire, Newport USA - Software:
-
-
Shopping Center and Housing Project, Antalya, Turkey
- Project name:
- Shopping Center
- Location:
- Antalya, Turkey
- Construction period:
- 2009-2010
- Designer:
- NYS Constructıon
- Project description:
- Excavation depth: 24m
Bored Piles installed: 18,000m
Anchors installed: 108,000m - Software:
-
GEO 5 - Sheeting Check
Temporary containment of terrain, Tenerife Norte, Spain
- Project name:
- Temporary containment of terrain
- Location:
- Valle Colino, Tenerife Norte, Spain
- Construction period:
- 2006
- Designer:
- Francisco Javier Cruz García
- Software:
-
GEO 5 - Nailed Slope
Tesare dam, Tesare, Slovakia
- Project name:
- Tesare dam
- Location:
- Town of Tesare, Slovakia
- Construction period:
- 2004
- Designer:
- Overall verification: Ing. Andrej Kasana
- Software:
-
GEO 5 - Slope Stability
GEO 5 - FEM
Tunnel ventilation access, Lérida, Spain
- Project name:
- Tunnel ventilation in AVE and Lérida access
- Location:
- Avenue Once de Septiembre, Lérida, España
- Construction period:
- 2008
- Designer:
- Ignacio Zuloaga
- Software:
-
GEO 5 - FEM
VMO Dobrovského, Prague, Czech Republic
- Project name:
- VMO Dobrovského Brno
- Location:
- Road I/42 Brno, Czech republic
- Construction period:
- 2002–2005
- Designer:
- Ing. Jaroslav Lacina
- Software:
-
GEO 5 - FEM
Waterworks Hosterwitz, Dresden, Germany
- Project name:
- Waterworks Hosterwitz
- Location:
- Dresden - Hosterwitz, Germany
- Construction period:
- 2012
- Designer:
- G.E.O.S. Ingenieurgesellschaft mbH
Dipl. – Ing. Juraj Ortuta, Dipl. – Ing. Andreas Köhler - Project description:
- Safety assessment of complex of buildings for planned increase of flood control waterworks Hosterwitz.
- Software:
-
GEO 5 - FEM
Newry, Ireland - Dominican Chapel, Ireland
- Project name:
- Newry, Ireland - Dominican Chapel
- Location:
- Newry, Northern Ireland
- Construction period:
- 2017
- Designer:
- Geoman Ltd.
Liam K.D. - Project description:
- Landscaping by MacWall system with NFC Fill.
Wall height: from 1.8 m to 3.6 m
Total number of walls: 5
- Software:
-
GEO 5 - Slope Stability
GEO 5 - MSE Wall
- Files:
-
PDF - Additional information about the project (detailed description, photos, documentation)
El Cerrillo Park Comenar Viejo, Spain
- Project name:
- El Cerrillo Park Comenar Viejo
- Location:
- Madrid, Spain
- Construction period:
- 2019
- Designer:
- Wall Designer: Geoman Ltd.
Redi-Rock Supplier: Memorial Parks - Project description:
- 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. - Software:
-
GEO 5 - Slope Stability
GEO 5 - Prefab Wall
Building of World Trade Center Asuncion
- Project name:
- Building of World Trade Center Asuncion
- Location:
- Asunción - Paraguay
- Construction period:
- 2012
- Designer:
- Ing. Augusto J. Leoni
- Project description:
- 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 - Software:
-
GEO 5 - Slope Stability
GEO 5 - Sheeting Check
Expansion of shopping center Shopping del Sol
- Project name:
- Expansion of shopping center Shopping del Sol
- Location:
- Asunción - Paraguay
- Construction period:
- 2014
- Designer:
- Ing. Augusto J. Leoni
- Project description:
- 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 - Software:
-
GEO 5 - Slope Stability
GEO 5 - Sheeting Check
Apartment house Eminent
- Project name:
- Apartment house Eminent - Asunción
- Location:
- Asunción - Paraguay
- Construction period:
- 2015
- Designer:
- Ing. Augusto J. Leoni
- Project description:
- 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 - Software:
-
GEO 5 - Slope Stability
GEO 5 - Sheeting Check
Paseo del Bajo parking in front of the Casa Rosada
- Project name:
- Paseo del Bajo parking in front of the Casa Rosada
- Location:
- Argentina - Buenos Aires
- Construction period:
- 2019
- Project description:
- 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 - Software:
-
GEO 5 - FEM
GEO 5 - Sheeting Check
Design of a Rock Slope
- Project name:
- Design of a Rock Slope
- Location:
- Guizhou Province, China
- Construction period:
- 2016 - 2017
- Designer:
- Guizhou Metallurgical Design and Research Institute
- Project description:
- Rock slope stabilization using anchored reinforced concrete beams with two rows anti-slide piles at the lower edge of the slope.
- Software:
-
GEO 5 - Slope Stability
GEO 5 - FEM
GEO 5 - Anti-Slide Pile
- Files:
-
Output protocol from the GEO5 Slope Stability program
Slope stabilization using three rows of Anti-slide piles
- Project name:
- Slope stabilization using three rows of Anti-slide piles
- Location:
- Jiangsu Province, China
- Construction period:
- 2016
- Designer:
- Geological Engineering Investigation of Jiangsu Province
- Project description:
- 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
- Software:
-
GEO 5 - Slope Stability
GEO 5 - Anti-Slide Pile
- Files:
-
Output protocol from the GEO5 Slope Stability program
Shanghe Hanghu East Station - Retaining Wall
- Project name:
- Shanghe Hanghu East Station - Retaining Wall
- Location:
- Zhejiang Province, China
- Construction period:
- 2014 - 2016
- Designer:
- China Railway Siyuan Survey and Design Group Co., Ltd.
- Project description:
- 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
- Software:
-
GEO 5 - MSE Wall
GEO 5 - Cantilever Wall
GEO 5 - Pile
- Files:
-
Output protocol from the GEO5 Cantilever wall and MSE wall program
Niuzhaishan Tunnel
- Project name:
- Niuzhaishan Tunnel
- Location:
- Fujian Province, China
- Construction period:
- 2012 - 2014
- Designer:
- Geological Engineering Investigation of Fujian Province
- Project description:
- 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. - Software:
-
GEO 5 - FEM
GEO 5 - FEM – Tunnel
GEO 5 - Stratigraphy
- Files:
-
China Niuzhaishan Tunnel Output Report
Construction of Expressway S7, Poland
- Project name:
- Construction of Expressway S7, Koszwały-Nowy Dwór Gdański
- Location:
- Poland
- Construction period:
- 2018
- Designer:
- INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus - Project description:
- Stabilization of the expressway subsoil using a group of piles.
Pile diameter: 0,40m
Number of drilled displament piles: 186000
- Software:
-
GEO 5 - FEM
- Files:
-
poland-subsoil-stabilization-expressway.pdf
