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