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Project Gallery

Let us introduce some interesting projects, which were designed by our clients.

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
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

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
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

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
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

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
Critical section of 12 meters high gabion. Critical section of 12 meters high gabion. Image from GEO5 - Gabion report

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
Underpass - tunnel for pedestrians and cyclists Tunnel for pedestrians - FEM report Tunnel for pedestrians - FEM report 2

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
Calculation of structure - report Slope Stability verification - report

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
Waterworks Hosterwitz Geotechnical model Analyses of subsoil deformation under foundations of construction

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
Pile curtain Props detail Support definition on Sheeting Check program

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
Sheeting props Envelopes - Displacement, Bending moment, Shear force Sheeting props

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
Front face where partly soil nails are used as a part of pile & anchored wall Foundation ditch with sheeting Verification of sheeting design

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
Excavation of the tunnel Geotechnical analysis Analysis of settlement

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
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

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
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

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
Front face where partly soil nails are used as a part of mini pile & anchored wall Left side Verification of sheeting design

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
Tunnel portal Visualisation of final structure Vertical stress based on tunnel analysis

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
Sheeting wall consisting of drilled piles with anchored soldier beam Retaining wall Stress analysis using the Finite Element Method

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
Sluice gate Dam of the reservoir Verification of slope stability

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
Bottom outlet Dam of the reservoir Stress analyses by finite element method

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
Drilled-pile wall Drilled-pile wall 2 Sheeting of excavation pit – anchor introduction

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:
GEO 5 - Redi-Rock Wall
Retaining wall All round view to build ground Verification of wall

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