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Projektgalerie

Lassen Sie uns einige interessante Projekte vorstellen, die von unseren Kunden entwickelt wurden.

Nádraží Veleslavín Station, Prague, Czech Republic

Projektname:
Nádraží Veleslavín Station, Metro V.A, Prague
Standort:
Prague, Czech Republic
Bauzeit:
2011 - 2014
Designer:
Metroprojekt Praha a.s.
Ing. Martina Urbánková
Projektbeschreibung:
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
Haltestelle Nádraží Veleslavín
Haltestelle Nádraží Veleslavín
PDF, 645.59 KB

Concrete sewer, Slatina, Romania

Projektname:
Concrete sewer - Slatina
Standort:
Slatina, jud. Olt, Romania
Bauzeit:
2014
Designer:
Proexrom, Romania
Software:
GEO 5 - Nagelwand
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

Projektname:
Construction of Metro Line C
Standort:
Prague - Ladvi - Letnany, Czech republic
Bauzeit:
2002–2007
Designer:
METROPROJEKT Praha, a. s.,
Ing. Jaroslav Kopecny
Software:
GEO 5 - Verbauwand Vorbemessung
GEO 5 - Verbauwand
Excavation site Excavation site Verification of sheeting design
Prag - U-Bahn C
Prag - U-Bahn C
PDF, 723.88 KB

Waterworks Hosterwitz, Dresden, Germany

Projektname:
Waterworks Hosterwitz
Standort:
Dresden - Hosterwitz, Germany
Bauzeit:
2012
Designer:
G.E.O.S. Ingenieurgesellschaft mbH
Dipl. – Ing. Juraj Ortuta, Dipl. – Ing. Andreas Köhler
Projektbeschreibung:
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

Athienou Sewage Treatment Plant and associated works

Projektname:
Athienou Sewage Treatment Plant and associated works
Standort:
Cyprus
Bauzeit:
2015 - 2017
Designer:
Ioannis Pericleous, MSc, CEng, MIStructE
Projektbeschreibung:
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 - Böschungsbruch
GEO 5 - Setzung
GEO 5 - Gelände
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

Q22 Excavation Pit, Warsaw, Poland

Projektname:
Q22 Excavation Pit, Warsaw, Poland
Standort:
Warsaw, Poland
Bauzeit:
2013 - 2016
Designer:
Buro Happold Polska Sp. z o.o.
Maciej Sobotkowski, MSc. Eng.
Zbigniew Czajewski, MSc. Eng.
Projektbeschreibung:
155 meters high office building with 5 underground levels. The depth of the excavation pit is more than 20 meters.
Software:
GEO 5 - Verbauwand
Global view on construction site Cross-lot supported excavation Introduction of struts in

12-meter high Gabion Wall, Mexico

Projektname:
12-meter high Gabion Wall
Standort:
Guanajuato, Gto. México
Bauzeit:
2015
Designer:
Ing. Pedro J. Villarreal Pinzón
TREE CONTACTO S.A. DE C.V.
Software:
GEO 5 - Gabione
Dateien:
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

Projektname:
Pedestrian tunnel – Gdansk
Standort:
Gdańsk, Poland
Bauzeit:
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

Projektname:
Gabion revetments – Jastrzębia Góra – Ostrowo
Standort:
Jastrzębia Góra – Ostrowo, Poland
Bauzeit:
2012
Designer:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Software:
GEO 5 - Gabione
Dateien:
geo5-report-ostrowo.pdf
Calculation of structure - report Slope Stability verification - report

High-rise building Soyak, Istanbul, Turkey

Projektname:
High-rise building Soyak
Standort:
Istanbul, Turkey
Bauzeit:
2011-2012
Designer:
NYS Constructıon
Projektbeschreibung:
Excavation depth: 32,5m
Piles installed: 10,700m
Anchors installed: 71,000m
Soil excavation: 205.000 m3
Software:
GEO 5 - Verbauwand
Pile curtain Props detail Support definition on Sheeting Check program

Line 4 Metro, Budapest, Hungary

Projektname:
Budapest Metro Line 4
Standort:
Keleti Railway Station - Budapest, Hungary
Bauzeit:
2007
Designer:
Goda Balázs, Honti Imre, Huszka Gábor Főmterv Zrt.
Software:
GEO 5 - Verbauwand
Sheeting props Envelopes - Displacement, Bending moment, Shear force Sheeting props

Shopping Center and Housing Project, Antalya, Turkey

Projektname:
Shopping Center
Standort:
Antalya, Turkey
Bauzeit:
2009-2010
Designer:
NYS Constructıon
Projektbeschreibung:
Excavation depth: 24m
Bored Piles installed: 18,000m
Anchors installed: 108,000m
Software:
GEO 5 - Verbauwand
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

Projektname:
Tunnel ventilation in AVE and Lérida access
Standort:
Avenue Once de Septiembre, Lérida, España
Bauzeit:
2008
Designer:
Ignacio Zuloaga
Software:
GEO 5 - FEM
Excavation of the tunnel Geotechnical analysis Analysis of settlement

Temporary containment of terrain, Tenerife Norte, Spain

Projektname:
Temporary containment of terrain
Standort:
Valle Colino, Tenerife Norte, Spain
Bauzeit:
2006
Designer:
Francisco Javier Cruz García
Software:
GEO 5 - Nagelwand
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

Projektname:
Construction office buildings “Quinta de los Molinos”
Standort:
Madrid, España
Bauzeit:
2004-2005
Designer:
Daniel Danés Grases
Software:
GEO 5 - FEM
GEO 5 - Nagelwand
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

Projektname:
High-rise building
Standort:
Istanbul, Turkey
Bauzeit:
2007
Designer:
NYS Project Consultancy and Constracting Co.
Ing. Yavuz Seymen
Software:
GEO 5 - Verbauwand Vorbemessung
GEO 5 - Verbauwand
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

Projektname:
VMO Dobrovského Brno
Standort:
Road I/42 Brno, Czech republic
Bauzeit:
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

Projektname:
New Connection Prague
Standort:
Prague Main Station - Masaryk’s Station – Liben - Vysocany, Czech republic
Bauzeit:
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

Projektname:
Tesare dam
Standort:
Town of Tesare, Slovakia
Bauzeit:
2004
Designer:
Overall verification: Ing. Andrej Kasana
Software:
GEO 5 - Böschungsbruch
GEO 5 - FEM
Sluice gate Dam of the reservoir Verification of slope stability

Kanianka dam, Slovakia

Projektname:
Kanianka dam
Standort:
Town of Kanianka, Slovakia
Bauzeit:
2004
Designer:
Overall verification: Ing. Andrej Kasana
Software:
GEO 5 - Böschungsbruch
GEO 5 - FEM
Bottom outlet Dam of the reservoir Stress analyses by finite element method

Drilled piles, Brasilia, Brazil

Projektname:
Drilled piles
Standort:
Brasilia, Brazil
Bauzeit:
2003–2005
Designer:
Renato P. Cunha, MSc, PhD
Software:
GEO 5 - Verbauwand Vorbemessung
GEO 5 - Verbauwand
Drilled-pile wall Drilled-pile wall 2 Sheeting of excavation pit – anchor introduction

Retaining walls RediRock, Newport, USA

Projektname:
Sanville memorial public works facility
Standort:
Newport, USA
Bauzeit:
2008
Designer:
Souhegan Valley Engineering Inc.
New Hampshire, Newport USA
Software:
-
Retaining wall All round view to build ground Verification of wall

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