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Galeria Projektów

W galerii projektów przedstawiamy wybrane konstrukcje zaprojektowane przez naszych klientów z wykorzystaniem oprogramowania GEO5.

Redi-Rock Wall - Mustla Bridge Abutment Design, Estonia

Nazwa projektu:
Mustla Bridge
Lokalizacja:
Estonia
Termin realizacji:
2019
Projektant:
Geoman Ltd.
Opis projektu:
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.
Oprogramowanie:
GEO 5 - Redi-Rock Wall
Pliki:
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

Nazwa projektu:
Construction of Metro Line C
Lokalizacja:
Prague - Ladvi - Letnany, Czech republic
Termin realizacji:
2002–2007
Projektant:
METROPROJEKT Praha, a. s.,
Ing. Jaroslav Kopecny
Oprogramowanie:
GEO 5 - Ściana projekt
GEO 5 - Ściana analiza
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

Nazwa projektu:
Concrete sewer - Slatina
Lokalizacja:
Slatina, jud. Olt, Romania
Termin realizacji:
2014
Projektant:
Proexrom, Romania
Oprogramowanie:
GEO 5 - Zbocze gwoździowane
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

Nádraží Veleslavín Station, Prague, Czech Republic

Nazwa projektu:
Nádraží Veleslavín Station, Metro V.A, Prague
Lokalizacja:
Prague, Czech Republic
Termin realizacji:
2011 - 2014
Projektant:
Metroprojekt Praha a.s.
Ing. Martina Urbánková
Opis projektu:
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
Oprogramowanie:
GEO 5 - MES
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

Gabion revetments, Ostrowo, Poland

Nazwa projektu:
Gabion revetments – Jastrzębia Góra – Ostrowo
Lokalizacja:
Jastrzębia Góra – Ostrowo, Poland
Termin realizacji:
2012
Projektant:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Oprogramowanie:
GEO 5 - Gabion
Pliki:
geo5-report-ostrowo.pdf
Calculation of structure - report Slope Stability verification - report

Pedestrian tunnel, Gdansk, Poland

Nazwa projektu:
Pedestrian tunnel – Gdansk
Lokalizacja:
Gdańsk, Poland
Termin realizacji:
2013
Projektant:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Oprogramowanie:
GEO 5 - MES – Tunel
Underpass - tunnel for pedestrians and cyclists Tunnel for pedestrians - FEM report Tunnel for pedestrians - FEM report 2

Q22

Nazwa projektu:
Q22
Lokalizacja:
Warsaw, Poland
Termin realizacji:
2013 - 2016
Projektant:
Buro Happold Polska Sp. z o.o. Maciej Sobotkowski, MSc. Eng. Zbigniew Czajewski, MSc. Eng.
Opis projektu:
Budynek biurowy wysokości 155 m z 5. kondygnacjami podziemnymi. Głębokość wykopu ponad 20m.
Oprogramowanie:
GEO 5 - Ściana analiza
Global view on construction site Cross-lot supported excavation Introduction of struts in

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

Nazwa projektu:
Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road
Lokalizacja:
Saudi Arabia
Termin realizacji:
2017-2018
Projektant:
Civil Engr. Al-Hussain Hassan
Opis projektu:
Tunnel Length:650 M
Depth of excavation: 15.0m
Number of rows of anchors: 5
Distance between anchors: 3.0m
Contractor: Jeddah Foundation Company
Oprogramowanie:
GEO 5 - Ściana analiza
Construction pit with anchored sheeting| Construction pit with anchored sheeting| GEO5 Sheeting Check - Internal stability verification

Bridge “Las Ferias Av”, Venezuela

Nazwa projektu:
Bridge “Las Ferias Av”
Lokalizacja:
Valencia City, Venezuela
Termin realizacji:
2015
Projektant:
Sismica C.A. Ing. Edinson Guanchez (Msc, Esp)
Opis projektu:
Total Deck Length = 139 m (4 spans)
Maximum span length = 36 m
Access Ramps Length = 250 m
Total Bridge Length = 389 m
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Nasypy zbrojone
GEO 5 - Przyczółek
GEO 5 - Pal
GEO 5 - Grupa pali
Pliki:
additional-description-and-drawings.pdf
Bridge abutment Access Ramp Slope Stability verification

Deep Excavation in Prishtina, Kosovo

Nazwa projektu:
Deep Excavation - Anchored Diaphragm Wall
Lokalizacja:
Prishtina, Kosovo
Termin realizacji:
2018
Projektant:
"Geotest Engineering", Prishtinë
Dr. Ing. Qani V. Kadiri
Ing. Adrian Kadiri
Opis projektu:
Depth of excavation: 19.5m
Thickness of diaphragm wall: 0.6m
Number of rows of anchors: 5
Distance between anchors: 2.5m
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Ściana analiza
Pliki:
deep-excavation-in-prishtina.pdf

12-meter high Gabion Wall, Mexico

Nazwa projektu:
12-meter high Gabion Wall
Lokalizacja:
Guanajuato, Gto. México
Termin realizacji:
2015
Projektant:
Ing. Pedro J. Villarreal Pinzón
TREE CONTACTO S.A. DE C.V.
Oprogramowanie:
GEO 5 - Gabion
Pliki:
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

Nazwa projektu:
Athienou Sewage Treatment Plant and associated works
Lokalizacja:
Cyprus
Termin realizacji:
2015 - 2017
Projektant:
Ioannis Pericleous, MSc, CEng, MIStructE
Opis projektu:
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.
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Osiadanie
-
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

Nazwa projektu:
Budapest Metro Line 4
Lokalizacja:
Keleti Railway Station - Budapest, Hungary
Termin realizacji:
2007
Projektant:
Goda Balázs, Honti Imre, Huszka Gábor Főmterv Zrt.
Oprogramowanie:
GEO 5 - Ściana analiza
Sheeting props Envelopes - Displacement, Bending moment, Shear force Sheeting props

Office buildings, Madrid, Spain

Nazwa projektu:
Construction office buildings “Quinta de los Molinos”
Lokalizacja:
Madrid, España
Termin realizacji:
2004-2005
Projektant:
Daniel Danés Grases
Oprogramowanie:
GEO 5 - MES
GEO 5 - Zbocze gwoździowane
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

Nazwa projektu:
Drilled piles
Lokalizacja:
Brasilia, Brazil
Termin realizacji:
2003–2005
Projektant:
Renato P. Cunha, MSc, PhD
Oprogramowanie:
GEO 5 - Ściana projekt
GEO 5 - Ściana analiza
Drilled-pile wall Drilled-pile wall 2 Sheeting of excavation pit – anchor introduction

High-rise building, Istanbul, Turkey

Nazwa projektu:
High-rise building
Lokalizacja:
Istanbul, Turkey
Termin realizacji:
2007
Projektant:
NYS Project Consultancy and Constracting Co.
Ing. Yavuz Seymen
Oprogramowanie:
GEO 5 - Ściana projekt
GEO 5 - Ściana analiza
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

Nazwa projektu:
High-rise building Soyak
Lokalizacja:
Istanbul, Turkey
Termin realizacji:
2011-2012
Projektant:
NYS Constructıon
Opis projektu:
Excavation depth: 32,5m
Piles installed: 10,700m
Anchors installed: 71,000m
Soil excavation: 205.000 m3
Oprogramowanie:
GEO 5 - Ściana analiza
Pile curtain Props detail Support definition on Sheeting Check program

Kanianka dam, Slovakia

Nazwa projektu:
Kanianka dam
Lokalizacja:
Town of Kanianka, Slovakia
Termin realizacji:
2004
Projektant:
Overall verification: Ing. Andrej Kasana
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - MES
Bottom outlet Dam of the reservoir Stress analyses by finite element method

New Connection, Prague, Czech Republic

Nazwa projektu:
New Connection Prague
Lokalizacja:
Prague Main Station - Masaryk’s Station – Liben - Vysocany, Czech republic
Termin realizacji:
2004–2010
Projektant:
Ing.Miroslav Sedivy
Oprogramowanie:
GEO 5 - MES
Sheeting wall consisting of drilled piles with anchored soldier beam Retaining wall Stress analysis using the Finite Element Method

Retaining walls RediRock, Newport, USA

Nazwa projektu:
Sanville memorial public works facility
Lokalizacja:
Newport, USA
Termin realizacji:
2008
Projektant:
Souhegan Valley Engineering Inc.
New Hampshire, Newport USA
Oprogramowanie:
-
Retaining wall All round view to build ground Verification of wall

Shopping Center and Housing Project, Antalya, Turkey

Nazwa projektu:
Shopping Center
Lokalizacja:
Antalya, Turkey
Termin realizacji:
2009-2010
Projektant:
NYS Constructıon
Opis projektu:
Excavation depth: 24m
Bored Piles installed: 18,000m
Anchors installed: 108,000m
Oprogramowanie:
GEO 5 - Ściana analiza
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

Nazwa projektu:
Temporary containment of terrain
Lokalizacja:
Valle Colino, Tenerife Norte, Spain
Termin realizacji:
2006
Projektant:
Francisco Javier Cruz García
Oprogramowanie:
GEO 5 - Zbocze gwoździowane
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

Nazwa projektu:
Tesare dam
Lokalizacja:
Town of Tesare, Slovakia
Termin realizacji:
2004
Projektant:
Overall verification: Ing. Andrej Kasana
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - MES
Sluice gate Dam of the reservoir Verification of slope stability

Tunnel ventilation access, Lérida, Spain

Nazwa projektu:
Tunnel ventilation in AVE and Lérida access
Lokalizacja:
Avenue Once de Septiembre, Lérida, España
Termin realizacji:
2008
Projektant:
Ignacio Zuloaga
Oprogramowanie:
GEO 5 - MES
Excavation of the tunnel Geotechnical analysis Analysis of settlement

VMO Dobrovského, Prague, Czech Republic

Nazwa projektu:
VMO Dobrovského Brno
Lokalizacja:
Road I/42 Brno, Czech republic
Termin realizacji:
2002–2005
Projektant:
Ing. Jaroslav Lacina
Oprogramowanie:
GEO 5 - MES
Tunnel portal Visualisation of final structure Vertical stress based on tunnel analysis

Waterworks Hosterwitz, Dresden, Germany

Nazwa projektu:
Waterworks Hosterwitz
Lokalizacja:
Dresden - Hosterwitz, Germany
Termin realizacji:
2012
Projektant:
G.E.O.S. Ingenieurgesellschaft mbH
Dipl. – Ing. Juraj Ortuta, Dipl. – Ing. Andreas Köhler
Opis projektu:
Safety assessment of complex of buildings for planned increase of flood control waterworks Hosterwitz.
Oprogramowanie:
GEO 5 - MES
Waterworks Hosterwitz Geotechnical model Analyses of subsoil deformation under foundations of construction

Newry, Ireland - Dominican Chapel, Ireland

Nazwa projektu:
Newry, Ireland - Dominican Chapel
Lokalizacja:
Newry, Northern Ireland
Termin realizacji:
2017
Projektant:
Geoman Ltd.
Liam K.D.
Opis projektu:
Landscaping by MacWall system with NFC Fill.
Wall height: from 1.8 m to 3.6 m
Total number of walls: 5
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Nasypy zbrojone
Pliki:
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

Nazwa projektu:
El Cerrillo Park Comenar Viejo
Lokalizacja:
Madrid, Spain
Termin realizacji:
2019
Projektant:
Wall Designer: Geoman Ltd.
Redi-Rock Supplier: Memorial Parks
Opis projektu:
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.
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Ściana prefabrykowana
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

Nazwa projektu:
Brantham, Suffolk - Two reinforced walls
Lokalizacja:
Brantham, Suffolk, UK
Termin realizacji:
2021
Projektant:
Kenneth Knox, Stabilisure Ltd.
Opis projektu:
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
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Nasypy zbrojone
Pliki:
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

Nazwa projektu:
Allenton, Derby - Ecocrib retaining wall
Lokalizacja:
Allenton, Derby, UK
Termin realizacji:
2020
Projektant:
William Morrow (Geoman Ltd.)
Installer/ material supplier: PC Construction
Opis projektu:
Ecocrib retaining wall - 100% recycled mixed polymer retaining crib wall system.
Maximum retained height: 4.1m
Total length: 50m
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Ściana prefabrykowana
Pliki:
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

Nazwa projektu:
Lawley Village Phase 10, Telford
Lokalizacja:
Lawley Village, Telford
Termin realizacji:
2021
Projektant:
Kenneth Knox
Geoman Ltd.
Opis projektu:
Height of reinforced slope: up to 6m
Total length of the slope: 300m
Slope stabilization technology: soil bag facing
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Nasypy zbrojone
Pliki:
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

Nazwa projektu:
Building of World Trade Center Asuncion
Lokalizacja:
Asunción - Paraguay
Termin realizacji:
2012
Projektant:
Ing. Augusto J. Leoni
Opis projektu:
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
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Ściana analiza
Construction pit with pile wall

Expansion of shopping center Shopping del Sol

Nazwa projektu:
Expansion of shopping center Shopping del Sol
Lokalizacja:
Asunción - Paraguay
Termin realizacji:
2014
Projektant:
Ing. Augusto J. Leoni
Opis projektu:
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
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Ściana analiza
Construction pit with pile wall

Apartment house Eminent

Nazwa projektu:
Apartment house Eminent - Asunción
Lokalizacja:
Asunción - Paraguay
Termin realizacji:
2015
Projektant:
Ing. Augusto J. Leoni
Opis projektu:
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
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Ściana analiza
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

Nazwa projektu:
Paseo del Bajo parking in front of the Casa Rosada
Lokalizacja:
Argentina - Buenos Aires
Termin realizacji:
2019
Opis projektu:
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
Oprogramowanie:
GEO 5 - MES
GEO 5 - Ściana analiza
Excavation - construction pit Anchored wall near to the historic sewer - GEO5 program FEM

Design of a Rock Slope

Nazwa projektu:
Design of a Rock Slope
Lokalizacja:
Guizhou Province, China
Termin realizacji:
2016 - 2017
Projektant:
Guizhou Metallurgical Design and Research Institute
Opis projektu:
Rock slope stabilization using anchored reinforced concrete beams with two rows anti-slide piles at the lower edge of the slope.
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - MES
GEO 5 - Pal stabilizujący
Pliki:
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

Nazwa projektu:
Slope stabilization using three rows of Anti-slide piles
Lokalizacja:
Jiangsu Province, China
Termin realizacji:
2016
Projektant:
Geological Engineering Investigation of Jiangsu Province
Opis projektu:
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
Oprogramowanie:
GEO 5 - Stateczność zbocza
GEO 5 - Pal stabilizujący
Pliki:
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

Nazwa projektu:
Shanghe Hanghu East Station - Retaining Wall
Lokalizacja:
Zhejiang Province, China
Termin realizacji:
2014 - 2016
Projektant:
China Railway Siyuan Survey and Design Group Co., Ltd.
Opis projektu:
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
Oprogramowanie:
GEO 5 - Nasypy zbrojone
GEO 5 - Ściana kątowa
GEO 5 - Pal
Pliki:
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

Nazwa projektu:
Niuzhaishan Tunnel
Lokalizacja:
Fujian Province, China
Termin realizacji:
2012 - 2014
Projektant:
Geological Engineering Investigation of Fujian Province
Opis projektu:
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.
Oprogramowanie:
GEO 5 - MES
GEO 5 - MES – Tunel
GEO 5 - Stratygrafia 3D
Pliki:
China Niuzhaishan Tunnel Output Report
Tunnel portal - Supporting micropiles before tunnel drilling Analysis in GEO5 FEM Tunnel program Subsoil model in the Stratigraphy program

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