Wir haben eine E-Mail mit einem Link an Ihre angegebene E-Mail-Adresse gesendet.

Es tut uns leid, dass es uns nicht gelungen ist, Ihnen den Link zu gesenden. Überprüfen Sie bitte Ihre E-Mail-Adresse.

Missing captcha code. Please check whether your browser is not blocking reCAPTCHA.

Invalid captcha code. Please try again.

Projektgalerie

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

Redi-Rock Wall - Mustla Bridge Abutment Design, Estonia

Projektname:
Mustla Bridge
Standort:
Estonia
Bauzeit:
2019
Designer:
Geoman Ltd.
Projektbeschreibung:
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 - Redi-Rock Steinstützmauer
Dateien:
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

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

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. 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

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

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

Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road, Saudi Arabia

Projektname:
Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road
Standort:
Saudi Arabia
Bauzeit:
2017-2018
Designer:
Civil Engr. Al-Hussain Hassan
Projektbeschreibung:
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 - Verbauwand
Construction pit with anchored sheeting| Construction pit with anchored sheeting| GEO5 Sheeting Check - Internal stability verification

Bridge “Las Ferias Av”, Venezuela

Projektname:
Bridge “Las Ferias Av”
Standort:
Valencia City, Venezuela
Bauzeit:
2015
Designer:
Sismica C.A. Ing. Edinson Guanchez (Msc, Esp)
Projektbeschreibung:
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 - Böschungsbruch
GEO 5 - Bewehrte Erde
GEO 5 - Widerlager
GEO 5 - Pfahl
GEO 5 - Pfahlgruppe
Dateien:
additional-description-and-drawings.pdf
Bridge abutment Access Ramp Slope Stability verification

Deep Excavation in Prishtina, Kosovo

Projektname:
Deep Excavation - Anchored Diaphragm Wall
Standort:
Prishtina, Kosovo
Bauzeit:
2018
Designer:
"Geotest Engineering", Prishtinë
Dr. Ing. Qani V. Kadiri
Ing. Adrian Kadiri
Projektbeschreibung:
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 - Böschungsbruch
GEO 5 - Verbauwand
Dateien:
deep-excavation-in-prishtina.pdf

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

Athienou Sewage Treatment Plant and associated works, Cyprus

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
-
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

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

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

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

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, 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

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

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

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

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

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

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

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

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

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

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

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

Newry, Ireland - Dominican Chapel, Ireland

Projektname:
Newry, Ireland - Dominican Chapel
Standort:
Newry, Northern Ireland
Bauzeit:
2017
Designer:
Geoman Ltd.
Liam K.D.
Projektbeschreibung:
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 - Böschungsbruch
GEO 5 - Bewehrte Erde
Dateien:
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

Projektname:
El Cerrillo Park Comenar Viejo
Standort:
Madrid, Spain
Bauzeit:
2019
Designer:
Wall Designer: Geoman Ltd.
Redi-Rock Supplier: Memorial Parks
Projektbeschreibung:
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 - Böschungsbruch
GEO 5 - Block Stützmauer
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

Projektname:
Brantham, Suffolk - Two reinforced walls
Standort:
Brantham, Suffolk, UK
Bauzeit:
2021
Designer:
Kenneth Knox, Stabilisure Ltd.
Projektbeschreibung:
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 - Böschungsbruch
GEO 5 - Bewehrte Erde
Dateien:
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

Projektname:
Allenton, Derby - Ecocrib retaining wall
Standort:
Allenton, Derby, UK
Bauzeit:
2020
Designer:
William Morrow (Geoman Ltd.)
Installer/ material supplier: PC Construction
Projektbeschreibung:
Ecocrib retaining wall - 100% recycled mixed polymer retaining crib wall system.
Maximum retained height: 4.1m
Total length: 50m
Software:
GEO 5 - Böschungsbruch
GEO 5 - Block Stützmauer
Dateien:
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

Projektname:
Lawley Village Phase 10, Telford
Standort:
Lawley Village, Telford
Bauzeit:
2021
Designer:
Kenneth Knox
Geoman Ltd.
Projektbeschreibung:
Height of reinforced slope: up to 6m
Total length of the slope: 300m
Slope stabilization technology: soil bag facing
Software:
GEO 5 - Böschungsbruch
GEO 5 - Bewehrte Erde
Dateien:
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

Projektname:
Building of World Trade Center Asuncion
Standort:
Asunción - Paraguay
Bauzeit:
2012
Designer:
Ing. Augusto J. Leoni
Projektbeschreibung:
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 - Böschungsbruch
GEO 5 - Verbauwand
Construction pit with pile wall

Expansion of shopping center Shopping del Sol

Projektname:
Expansion of shopping center Shopping del Sol
Standort:
Asunción - Paraguay
Bauzeit:
2014
Designer:
Ing. Augusto J. Leoni
Projektbeschreibung:
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 - Böschungsbruch
GEO 5 - Verbauwand
Construction pit with pile wall

Apartment house Eminent

Projektname:
Apartment house Eminent - Asunción
Standort:
Asunción - Paraguay
Bauzeit:
2015
Designer:
Ing. Augusto J. Leoni
Projektbeschreibung:
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 - Böschungsbruch
GEO 5 - Verbauwand
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

Projektname:
Paseo del Bajo parking in front of the Casa Rosada
Standort:
Argentina - Buenos Aires
Bauzeit:
2019
Projektbeschreibung:
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 - Verbauwand
Excavation - construction pit Anchored wall near to the historic sewer - GEO5 program FEM

Design of a Rock Slope

Projektname:
Design of a Rock Slope
Standort:
Guizhou Province, China
Bauzeit:
2016 - 2017
Designer:
Guizhou Metallurgical Design and Research Institute
Projektbeschreibung:
Rock slope stabilization using anchored reinforced concrete beams with two rows anti-slide piles at the lower edge of the slope.
Software:
GEO 5 - Böschungsbruch
GEO 5 - FEM
GEO 5 - Stabilisierungspfahl
Dateien:
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

Projektname:
Slope stabilization using three rows of Anti-slide piles
Standort:
Jiangsu Province, China
Bauzeit:
2016
Designer:
Geological Engineering Investigation of Jiangsu Province
Projektbeschreibung:
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 - Böschungsbruch
GEO 5 - Stabilisierungspfahl
Dateien:
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

Projektname:
Shanghe Hanghu East Station - Retaining Wall
Standort:
Zhejiang Province, China
Bauzeit:
2014 - 2016
Designer:
China Railway Siyuan Survey and Design Group Co., Ltd.
Projektbeschreibung:
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 - Bewehrte Erde
GEO 5 - Winkelstützmauer
GEO 5 - Pfahl
Dateien:
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

Projektname:
Niuzhaishan Tunnel
Standort:
Fujian Province, China
Bauzeit:
2012 - 2014
Designer:
Geological Engineering Investigation of Fujian Province
Projektbeschreibung:
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 - Stratigraphie
Dateien:
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

Projektname:
Construction of Expressway S7, Koszwały-Nowy Dwór Gdański
Standort:
Poland
Bauzeit:
2018
Designer:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Projektbeschreibung:
Stabilization of the expressway subsoil using a group of piles.
Pile diameter: 0,40m
Number of drilled displament piles: 186000
Software:
GEO 5 - FEM
Dateien:
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

Benötigen Sie weitere Informationen?

Erhalten Sie sofort Ihre Preiskalkulation in unserem Shop oder kontaktieren Sie uns.