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Galleria dei Progetti

Vi presentiamo alcuni progetti interessanti, che sono stati progettati dai nostri clienti.

Metro Line C, Prague, Czech Republic

Nome del progetto:
Construction of Metro Line C
Luogo:
Prague - Ladvi - Letnany, Czech republic
Periodo di costruzione:
2002–2007
Progettista:
METROPROJEKT Praha, a. s.,
Ing. Jaroslav Kopecny
Software:
GEO 5 - Progetto Paratie
GEO 5 - Verifica Paratie
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

Nome del progetto:
Concrete sewer - Slatina
Luogo:
Slatina, jud. Olt, Romania
Periodo di costruzione:
2014
Progettista:
Proexrom, Romania
Software:
GEO 5 - Pareti Chiodate
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

Nádraží Veleslavín Station, Prague, Czech Republic

Nome del progetto:
Nádraží Veleslavín Station, Metro V.A, Prague
Luogo:
Prague, Czech Republic
Periodo di costruzione:
2011 - 2014
Progettista:
Metroprojekt Praha a.s.
Ing. Martina Urbánková
Descrizione del progetto:
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

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

Nome del progetto:
Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road
Luogo:
Saudi Arabia
Periodo di costruzione:
2017-2018
Progettista:
Civil Engr. Al-Hussain Hassan
Descrizione del progetto:
Tunnel Length:650 M
Depth of excavation: 15.0m
Number of rows of anchors: 5
Distance between anchors: 3.0m
Contractor: Jeddah Foundation Company
Software:
GEO 5 - Verifica Paratie
Construction pit with anchored sheeting| Construction pit with anchored sheeting| GEO5 Sheeting Check - Internal stability verification

Bridge “Las Ferias Av”

Nome del progetto:
Bridge “Las Ferias Av”
Luogo:
Valencia City, Venezuela
Periodo di costruzione:
2015
Progettista:
Sismica C.A. Ing. Edinson Guanchez (Msc, Esp)
Descrizione del progetto:
Total Deck Length = 139 m (4 spans)
Maximum span length = 36 m
Access Ramps Length = 250 m
Total Bridge Length = 389 m
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Terre Armate
GEO 5 - Spalle da Ponte
GEO 5 - Pali
GEO 5 - Gruppo di Pali
File:
additional-description-and-drawings.pdf
Bridge abutment Access ramp Slope stability verification

Deep Excavation in Prishtina, Kosovo

Nome del progetto:
Deep Excavation - Anchored Diaphragm Wall
Luogo:
Prishtina, Kosovo
Periodo di costruzione:
2018
Progettista:
"Geotest Engineering", Prishtinë
Dr. Ing. Qani V. Kadiri
Ing. Adrian Kadiri
Descrizione del progetto:
Depth of excavation: 19.5m
Thickness of diaphragm wall: 0.6m
Number of rows of anchors: 5
Distance between anchors: 2.5m
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Verifica Paratie
File:
deep-excavation-in-prishtina.pdf

12-meter high Gabion Wall, Mexico

Nome del progetto:
12-meter high Gabion Wall
Luogo:
Guanajuato, Gto. México
Periodo di costruzione:
2015
Progettista:
Ing. Pedro J. Villarreal Pinzón
TREE CONTACTO S.A. DE C.V.
Software:
GEO 5 - Gabbioni
File:
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

Nome del progetto:
Athienou Sewage Treatment Plant and associated works
Luogo:
Cyprus
Periodo di costruzione:
2015 - 2017
Progettista:
Ioannis Pericleous, MSc, CEng, MIStructE
Descrizione del progetto:
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 - Stabilità dei Pendii
GEO 5 - Cedimenti
GEO 5 - Terreno
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

Nome del progetto:
Budapest Metro Line 4
Luogo:
Keleti Railway Station - Budapest, Hungary
Periodo di costruzione:
2007
Progettista:
Goda Balázs, Honti Imre, Huszka Gábor Főmterv Zrt.
Software:
GEO 5 - Verifica Paratie
Sheeting props Envelopes - Displacement, Bending moment, Shear force Sheeting props

Office buildings, Madrid, Spain

Nome del progetto:
Construction office buildings “Quinta de los Molinos”
Luogo:
Madrid, España
Periodo di costruzione:
2004-2005
Progettista:
Daniel Danés Grases
Software:
GEO 5 - FEM
GEO 5 - Pareti Chiodate
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

Nome del progetto:
Drilled piles
Luogo:
Brasilia, Brazil
Periodo di costruzione:
2003–2005
Progettista:
Renato P. Cunha, MSc, PhD
Software:
GEO 5 - Progetto Paratie
GEO 5 - Verifica Paratie
Drilled-pile wall Drilled-pile wall 2 Sheeting of excavation pit – anchor introduction

Gabion revetments, Ostrowo, Poland

Nome del progetto:
Gabion revetments – Jastrzębia Góra – Ostrowo
Luogo:
Jastrzębia Góra – Ostrowo, Poland
Periodo di costruzione:
2012
Progettista:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Software:
GEO 5 - Gabbioni
File:
geo5-report-ostrowo.pdf
Calculation of structure - report Slope Stability verification - report

High-rise building, Istanbul, Turkey

Nome del progetto:
High-rise building
Luogo:
Istanbul, Turkey
Periodo di costruzione:
2007
Progettista:
NYS Project Consultancy and Constracting Co.
Ing. Yavuz Seymen
Software:
GEO 5 - Progetto Paratie
GEO 5 - Verifica Paratie
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

Nome del progetto:
High-rise building Soyak
Luogo:
Istanbul, Turkey
Periodo di costruzione:
2011-2012
Progettista:
NYS Constructıon
Descrizione del progetto:
Excavation depth: 32,5m
Piles installed: 10,700m
Anchors installed: 71,000m
Soil excavation: 205.000 m3
Software:
GEO 5 - Verifica Paratie
Pile curtain Props detail Support definition on Sheeting Check program

Kanianka dam, Slovakia

Nome del progetto:
Kanianka dam
Luogo:
Town of Kanianka, Slovakia
Periodo di costruzione:
2004
Progettista:
Overall verification: Ing. Andrej Kasana
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - FEM
Bottom outlet Dam of the reservoir Stress analyses by finite element method

New Connection, Prague, Czech Republic

Nome del progetto:
New Connection Prague
Luogo:
Prague Main Station - Masaryk’s Station – Liben - Vysocany, Czech republic
Periodo di costruzione:
2004–2010
Progettista:
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

Pedestrian tunnel, Gdansk, Poland

Nome del progetto:
Pedestrian tunnel – Gdansk
Luogo:
Gdańsk, Poland
Periodo di costruzione:
2013
Progettista:
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

Q22 Excavation Pit, Warsaw, Poland

Nome del progetto:
Q22 Excavation Pit, Warsaw, Poland
Luogo:
Warsaw, Poland
Periodo di costruzione:
2013 - 2016
Progettista:
Buro Happold Polska Sp. z o.o.
Maciej Sobotkowski, MSc. Eng.
Zbigniew Czajewski, MSc. Eng.
Descrizione del progetto:
155 meters high office building with 5 underground levels. The depth of the excavation pit is more than 20 meters.
Software:
GEO 5 - Verifica Paratie
Global view on construction site Cross-lot supported excavation Introduction of struts in

Retaining walls RediRock, Newport, USA

Nome del progetto:
Sanville memorial public works facility
Luogo:
Newport, USA
Periodo di costruzione:
2008
Progettista:
Souhegan Valley Engineering Inc.
New Hampshire, Newport USA
Software:
GEO 5 - Muri Redi-Rock Freeware
Retaining wall All round view to build ground Verification of wall

Shopping Center and Housing Project, Antalya, Turkey

Nome del progetto:
Shopping Center
Luogo:
Antalya, Turkey
Periodo di costruzione:
2009-2010
Progettista:
NYS Constructıon
Descrizione del progetto:
Excavation depth: 24m
Bored Piles installed: 18,000m
Anchors installed: 108,000m
Software:
GEO 5 - Verifica Paratie
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

Nome del progetto:
Temporary containment of terrain
Luogo:
Valle Colino, Tenerife Norte, Spain
Periodo di costruzione:
2006
Progettista:
Francisco Javier Cruz García
Software:
GEO 5 - Pareti Chiodate
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

Nome del progetto:
Tesare dam
Luogo:
Town of Tesare, Slovakia
Periodo di costruzione:
2004
Progettista:
Overall verification: Ing. Andrej Kasana
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - FEM
Sluice gate Dam of the reservoir Verification of slope stability

Tunnel ventilation access, Lérida, Spain

Nome del progetto:
Tunnel ventilation in AVE and Lérida access
Luogo:
Avenue Once de Septiembre, Lérida, España
Periodo di costruzione:
2008
Progettista:
Ignacio Zuloaga
Software:
GEO 5 - FEM
Excavation of the tunnel Geotechnical analysis Analysis of settlement

VMO Dobrovského, Prague, Czech Republic

Nome del progetto:
VMO Dobrovského Brno
Luogo:
Road I/42 Brno, Czech republic
Periodo di costruzione:
2002–2005
Progettista:
Ing. Jaroslav Lacina
Software:
GEO 5 - FEM
Tunnel portal Visualisation of final structure Vertical stress based on tunnel analysis

Waterworks Hosterwitz, Dresden, Germany

Nome del progetto:
Waterworks Hosterwitz
Luogo:
Dresden - Hosterwitz, Germany
Periodo di costruzione:
2012
Progettista:
G.E.O.S. Ingenieurgesellschaft mbH
Dipl. – Ing. Juraj Ortuta, Dipl. – Ing. Andreas Köhler
Descrizione del progetto:
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

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