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Galerija Projekata

Svestranost i jednostavna kontrola naših programa osigura moćan softver rješenja za širok spektar projekata. Galerija Projekata uvodi neke zanimljive strukture, koje su dizajnirane pomoću naših proizvoda.

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)
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

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
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

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
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

Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road

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
Construction pit with anchored sheeting| Construction pit with anchored sheeting| GEO5 Sheeting Check - Internal stability verification

Bridge “Las Ferias Av”

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
Bridge abutment Access ramp Slope stability verification

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
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

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
GEO 5 - Teren
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

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

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)
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

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

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
Calculation of structure - report Slope Stability verification - report

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
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

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
Pile curtain Props detail Support definition on Sheeting Check program

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

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

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

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
Global view on construction site Cross-lot supported excavation Introduction of struts in

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

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
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

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)
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

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
Sluice gate Dam of the reservoir Verification of slope stability

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
Excavation of the tunnel Geotechnical analysis Analysis of settlement

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

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

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