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GEO5

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

Redi-Rock Wall - Mustla Bridge Abutment Design, Estonia

Nome del progetto:
Mustla Bridge
Luogo:
Estonia
Periodo di costruzione:
2019
Progettista:
Geoman Ltd.
Descrizione del progetto:
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.
Software:
GEO 5 - Muri Redi-Rock
File:
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

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. 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

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, Saudi Arabia

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”, Venezuela

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, Cyprus

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
-
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:
-
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

Newry, Ireland - Dominican Chapel, Ireland

Nome del progetto:
Newry, Ireland - Dominican Chapel
Luogo:
Newry, Northern Ireland
Periodo di costruzione:
2017
Progettista:
Geoman Ltd.
Liam K.D.
Descrizione del progetto:
Landscaping by MacWall system with NFC Fill.
Wall height: from 1.8 m to 3.6 m
Total number of walls: 5
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Terre Armate
File:
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

Nome del progetto:
El Cerrillo Park Comenar Viejo
Luogo:
Madrid, Spain
Periodo di costruzione:
2019
Progettista:
Wall Designer: Geoman Ltd.
Redi-Rock Supplier: Memorial Parks
Descrizione del progetto:
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.
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Muri Prefabbricati
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

Nome del progetto:
Brantham, Suffolk - Two reinforced walls
Luogo:
Brantham, Suffolk, UK
Periodo di costruzione:
2021
Progettista:
Kenneth Knox, Stabilisure Ltd.
Descrizione del progetto:
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
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Terre Armate
File:
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

Nome del progetto:
Allenton, Derby - Ecocrib retaining wall
Luogo:
Allenton, Derby, UK
Periodo di costruzione:
2020
Progettista:
William Morrow (Geoman Ltd.)
Installer/ material supplier: PC Construction
Descrizione del progetto:
Ecocrib retaining wall - 100% recycled mixed polymer retaining crib wall system.
Maximum retained height: 4.1m
Total length: 50m
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Muri Prefabbricati
File:
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

Nome del progetto:
Lawley Village Phase 10, Telford
Luogo:
Lawley Village, Telford
Periodo di costruzione:
2021
Progettista:
Kenneth Knox
Geoman Ltd.
Descrizione del progetto:
Height of reinforced slope: up to 6m
Total length of the slope: 300m
Slope stabilization technology: soil bag facing
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Terre Armate
File:
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

Nome del progetto:
Building of World Trade Center Asuncion
Luogo:
Asunción - Paraguay
Periodo di costruzione:
2012
Progettista:
Ing. Augusto J. Leoni
Descrizione del progetto:
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
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Verifica Paratie
Construction pit with pile wall

Expansion of shopping center Shopping del Sol

Nome del progetto:
Expansion of shopping center Shopping del Sol
Luogo:
Asunción - Paraguay
Periodo di costruzione:
2014
Progettista:
Ing. Augusto J. Leoni
Descrizione del progetto:
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
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Verifica Paratie
Construction pit with pile wall

Apartment house Eminent

Nome del progetto:
Apartment house Eminent - Asunción
Luogo:
Asunción - Paraguay
Periodo di costruzione:
2015
Progettista:
Ing. Augusto J. Leoni
Descrizione del progetto:
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
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Verifica Paratie
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

Nome del progetto:
Paseo del Bajo parking in front of the Casa Rosada
Luogo:
Argentina - Buenos Aires
Periodo di costruzione:
2019
Descrizione del progetto:
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
Software:
GEO 5 - FEM
GEO 5 - Verifica Paratie
Excavation - construction pit Anchored wall near to the historic sewer - GEO5 program FEM

Design of a Rock Slope

Nome del progetto:
Design of a Rock Slope
Luogo:
Guizhou Province, China
Periodo di costruzione:
2016 - 2017
Progettista:
Guizhou Metallurgical Design and Research Institute
Descrizione del progetto:
Rock slope stabilization using anchored reinforced concrete beams with two rows anti-slide piles at the lower edge of the slope.
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - FEM
GEO 5 - Strutture di Contenimento
File:
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

Nome del progetto:
Slope stabilization using three rows of Anti-slide piles
Luogo:
Jiangsu Province, China
Periodo di costruzione:
2016
Progettista:
Geological Engineering Investigation of Jiangsu Province
Descrizione del progetto:
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
Software:
GEO 5 - Stabilità dei Pendii
GEO 5 - Strutture di Contenimento
File:
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

Nome del progetto:
Shanghe Hanghu East Station - Retaining Wall
Luogo:
Zhejiang Province, China
Periodo di costruzione:
2014 - 2016
Progettista:
China Railway Siyuan Survey and Design Group Co., Ltd.
Descrizione del progetto:
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
Software:
GEO 5 - Terre Armate
GEO 5 - Muri a Mensola
GEO 5 - Pali
File:
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

Nome del progetto:
Niuzhaishan Tunnel
Luogo:
Fujian Province, China
Periodo di costruzione:
2012 - 2014
Progettista:
Geological Engineering Investigation of Fujian Province
Descrizione del progetto:
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.
Software:
GEO 5 - FEM
GEO 5 - FEM – Tunnel
GEO 5 - Stratigrafia
File:
China Niuzhaishan Tunnel Output Report
Tunnel portal - Supporting micropiles before tunnel drilling Analysis in GEO5 FEM Tunnel program Subsoil model in the Stratigraphy program

Construction of Expressway S7, Poland

Nome del progetto:
Construction of Expressway S7, Koszwały-Nowy Dwór Gdański
Luogo:
Poland
Periodo di costruzione:
2018
Progettista:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Descrizione del progetto:
Stabilization of the expressway subsoil using a group of piles.
Pile diameter: 0,40m
Number of drilled displament piles: 186000
Software:
GEO 5 - FEM
File:
poland-subsoil-stabilization-expressway.pdf
Removal of incoherent soil Piles (caps) + georeinforcement and covering with cohesive soil A group of piles with a cover cap

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