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GEO5

Галерея проектов

Наши программы отличаются универсальностью и несложной работой с ними, благодаря чему с их помощью можно решать широкий спектр задач. Галерея проектов демонстрирует реализацию некоторых интересных проектов, разработанных с помощью нашего ПО.

Redi-Rock Wall - Mustla Bridge Abutment Design, Estonia

Название:
Mustla Bridge
Место:
Estonia
Реализовано в:
2019
Developers documentation:
Geoman Ltd.
Технические условия:
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.
С помощью программ:
GEO 5 - Стена Redi-Rock
Фаилы
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

Название:
Construction of Metro Line C
Место:
Prague - Ladvi - Letnany, Czech republic
Реализовано в:
2002–2007
Developers documentation:
METROPROJEKT Praha, a. s.,
Ing. Jaroslav Kopecny
С помощью программ:
GEO 5 - Ограждения котлованов - проект
GEO 5 - Ограждения котлованов - анализ
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

Название:
Concrete sewer - Slatina
Место:
Slatina, jud. Olt, Romania
Реализовано в:
2014
Developers documentation:
Proexrom, Romania
С помощью программ:
GEO 5 - Нагельное крепление
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

Название:
Nádraží Veleslavín Station, Metro V.A, Prague
Место:
Prague, Czech Republic
Реализовано в:
2011 - 2014
Developers documentation:
Metroprojekt Praha a.s.
Ing. Martina Urbánková
Технические условия:
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
С помощью программ:
GEO 5 - МКЭ
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

Название:
Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road
Место:
Saudi Arabia
Реализовано в:
2017-2018
Developers documentation:
Civil Engr. Al-Hussain Hassan
Технические условия:
Tunnel Length:650 M
Depth of excavation: 15.0m
Number of rows of anchors: 5
Distance between anchors: 3.0m
Contractor: Jeddah Foundation Company
С помощью программ:
GEO 5 - Ограждения котлованов - анализ
Construction pit with anchored sheeting| Construction pit with anchored sheeting| GEO5 Sheeting Check - Internal stability verification

Bridge “Las Ferias Av”, Venezuela

Название:
Bridge “Las Ferias Av”
Место:
Valencia City, Venezuela
Реализовано в:
2015
Developers documentation:
Sismica C.A. Ing. Edinson Guanchez (Msc, Esp)
Технические условия:
Total Deck Length = 139 m (4 spans)
Maximum span length = 36 m
Access Ramps Length = 250 m
Total Bridge Length = 389 m
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Армированные насыпи
GEO 5 - Устой
GEO 5 - Сваи
GEO 5 - Куст свай
Фаилы
additional-description-and-drawings.pdf
Bridge abutment Access Ramp Slope Stability verification

Deep Excavation in Prishtina, Kosovo

Название:
Deep Excavation - Anchored Diaphragm Wall
Место:
Prishtina, Kosovo
Реализовано в:
2018
Developers documentation:
"Geotest Engineering", Prishtinë
Dr. Ing. Qani V. Kadiri
Ing. Adrian Kadiri
Технические условия:
Depth of excavation: 19.5m
Thickness of diaphragm wall: 0.6m
Number of rows of anchors: 5
Distance between anchors: 2.5m
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Ограждения котлованов - анализ
Фаилы
deep-excavation-in-prishtina.pdf

12-meter high Gabion Wall, Mexico

Название:
12-meter high Gabion Wall
Место:
Guanajuato, Gto. México
Реализовано в:
2015
Developers documentation:
Ing. Pedro J. Villarreal Pinzón
TREE CONTACTO S.A. DE C.V.
С помощью программ:
GEO 5 - Габион
Фаилы
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

Название:
Athienou Sewage Treatment Plant and associated works
Место:
Cyprus
Реализовано в:
2015 - 2017
Developers documentation:
Ioannis Pericleous, MSc, CEng, MIStructE
Технические условия:
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.
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Осадка
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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

Название:
Budapest Metro Line 4
Место:
Keleti Railway Station - Budapest, Hungary
Реализовано в:
2007
Developers documentation:
Goda Balázs, Honti Imre, Huszka Gábor Főmterv Zrt.
С помощью программ:
GEO 5 - Ограждения котлованов - анализ
Sheeting props Envelopes - Displacement, Bending moment, Shear force Sheeting props

Office buildings, Madrid, Spain

Название:
Construction office buildings “Quinta de los Molinos”
Место:
Madrid, España
Реализовано в:
2004-2005
Developers documentation:
Daniel Danés Grases
С помощью программ:
GEO 5 - МКЭ
GEO 5 - Нагельное крепление
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

Название:
Drilled piles
Место:
Brasilia, Brazil
Реализовано в:
2003–2005
Developers documentation:
Renato P. Cunha, MSc, PhD
С помощью программ:
GEO 5 - Ограждения котлованов - проект
GEO 5 - Ограждения котлованов - анализ
Drilled-pile wall Drilled-pile wall 2 Sheeting of excavation pit – anchor introduction

Gabion revetments, Ostrowo, Poland

Название:
Gabion revetments – Jastrzębia Góra – Ostrowo
Место:
Jastrzębia Góra – Ostrowo, Poland
Реализовано в:
2012
Developers documentation:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
С помощью программ:
GEO 5 - Габион
Фаилы
geo5-report-ostrowo.pdf
Calculation of structure - report Slope Stability verification - report

High-rise building, Istanbul, Turkey

Название:
High-rise building
Место:
Istanbul, Turkey
Реализовано в:
2007
Developers documentation:
NYS Project Consultancy and Constracting Co.
Ing. Yavuz Seymen
С помощью программ:
GEO 5 - Ограждения котлованов - проект
GEO 5 - Ограждения котлованов - анализ
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

Название:
High-rise building Soyak
Место:
Istanbul, Turkey
Реализовано в:
2011-2012
Developers documentation:
NYS Constructıon
Технические условия:
Excavation depth: 32,5m
Piles installed: 10,700m
Anchors installed: 71,000m
Soil excavation: 205.000 m3
С помощью программ:
GEO 5 - Ограждения котлованов - анализ
Pile curtain Props detail Support definition on Sheeting Check program

Kanianka dam, Slovakia

Название:
Kanianka dam
Место:
Town of Kanianka, Slovakia
Реализовано в:
2004
Developers documentation:
Overall verification: Ing. Andrej Kasana
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - МКЭ
Bottom outlet Dam of the reservoir Stress analyses by finite element method

New Connection, Prague, Czech Republic

Название:
New Connection Prague
Место:
Prague Main Station - Masaryk’s Station – Liben - Vysocany, Czech republic
Реализовано в:
2004–2010
Developers documentation:
Ing.Miroslav Sedivy
С помощью программ:
GEO 5 - МКЭ
Sheeting wall consisting of drilled piles with anchored soldier beam Retaining wall Stress analysis using the Finite Element Method

Pedestrian tunnel, Gdansk, Poland

Название:
Pedestrian tunnel – Gdansk
Место:
Gdańsk, Poland
Реализовано в:
2013
Developers documentation:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
С помощью программ:
GEO 5 - МКЭ – Тоннель
Underpass - tunnel for pedestrians and cyclists Tunnel for pedestrians - FEM report Tunnel for pedestrians - FEM report 2

Q22 Excavation Pit, Warsaw, Poland

Название:
Q22 Excavation Pit, Warsaw, Poland
Место:
Warsaw, Poland
Реализовано в:
2013 - 2016
Developers documentation:
Buro Happold Polska Sp. z o.o.
Maciej Sobotkowski, MSc. Eng.
Zbigniew Czajewski, MSc. Eng.
Технические условия:
155 meters high office building with 5 underground levels. The depth of the excavation pit is more than 20 meters.
С помощью программ:
GEO 5 - Ограждения котлованов - анализ
Global view on construction site Cross-lot supported excavation Introduction of struts in

Retaining walls RediRock, Newport, USA

Название:
Sanville memorial public works facility
Место:
Newport, USA
Реализовано в:
2008
Developers documentation:
Souhegan Valley Engineering Inc.
New Hampshire, Newport USA
С помощью программ:
-
Retaining wall All round view to build ground Verification of wall

Shopping Center and Housing Project, Antalya, Turkey

Название:
Shopping Center
Место:
Antalya, Turkey
Реализовано в:
2009-2010
Developers documentation:
NYS Constructıon
Технические условия:
Excavation depth: 24m
Bored Piles installed: 18,000m
Anchors installed: 108,000m
С помощью программ:
GEO 5 - Ограждения котлованов - анализ
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

Название:
Temporary containment of terrain
Место:
Valle Colino, Tenerife Norte, Spain
Реализовано в:
2006
Developers documentation:
Francisco Javier Cruz García
С помощью программ:
GEO 5 - Нагельное крепление
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

Название:
Tesare dam
Место:
Town of Tesare, Slovakia
Реализовано в:
2004
Developers documentation:
Overall verification: Ing. Andrej Kasana
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - МКЭ
Sluice gate Dam of the reservoir Verification of slope stability

Tunnel ventilation access, Lérida, Spain

Название:
Tunnel ventilation in AVE and Lérida access
Место:
Avenue Once de Septiembre, Lérida, España
Реализовано в:
2008
Developers documentation:
Ignacio Zuloaga
С помощью программ:
GEO 5 - МКЭ
Excavation of the tunnel Geotechnical analysis Analysis of settlement

VMO Dobrovského, Prague, Czech Republic

Название:
VMO Dobrovského Brno
Место:
Road I/42 Brno, Czech republic
Реализовано в:
2002–2005
Developers documentation:
Ing. Jaroslav Lacina
С помощью программ:
GEO 5 - МКЭ
Tunnel portal Visualisation of final structure Vertical stress based on tunnel analysis

Waterworks Hosterwitz, Dresden, Germany

Название:
Waterworks Hosterwitz
Место:
Dresden - Hosterwitz, Germany
Реализовано в:
2012
Developers documentation:
G.E.O.S. Ingenieurgesellschaft mbH
Dipl. – Ing. Juraj Ortuta, Dipl. – Ing. Andreas Köhler
Технические условия:
Safety assessment of complex of buildings for planned increase of flood control waterworks Hosterwitz.
С помощью программ:
GEO 5 - МКЭ
Waterworks Hosterwitz Geotechnical model Analyses of subsoil deformation under foundations of construction

Newry, Ireland - Dominican Chapel, Ireland

Название:
Newry, Ireland - Dominican Chapel
Место:
Newry, Northern Ireland
Реализовано в:
2017
Developers documentation:
Geoman Ltd.
Liam K.D.
Технические условия:
Landscaping by MacWall system with NFC Fill.
Wall height: from 1.8 m to 3.6 m
Total number of walls: 5
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Армированные насыпи
Фаилы
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

Название:
El Cerrillo Park Comenar Viejo
Место:
Madrid, Spain
Реализовано в:
2019
Developers documentation:
Wall Designer: Geoman Ltd.
Redi-Rock Supplier: Memorial Parks
Технические условия:
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.
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Сборная стена
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

Название:
Brantham, Suffolk - Two reinforced walls
Место:
Brantham, Suffolk, UK
Реализовано в:
2021
Developers documentation:
Kenneth Knox, Stabilisure Ltd.
Технические условия:
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
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Армированные насыпи
Фаилы
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

Название:
Allenton, Derby - Ecocrib retaining wall
Место:
Allenton, Derby, UK
Реализовано в:
2020
Developers documentation:
William Morrow (Geoman Ltd.)
Installer/ material supplier: PC Construction
Технические условия:
Ecocrib retaining wall - 100% recycled mixed polymer retaining crib wall system.
Maximum retained height: 4.1m
Total length: 50m
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Сборная стена
Фаилы
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

Название:
Lawley Village Phase 10, Telford
Место:
Lawley Village, Telford
Реализовано в:
2021
Developers documentation:
Kenneth Knox
Geoman Ltd.
Технические условия:
Height of reinforced slope: up to 6m
Total length of the slope: 300m
Slope stabilization technology: soil bag facing
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Армированные насыпи
Фаилы
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

Название:
Building of World Trade Center Asuncion
Место:
Asunción - Paraguay
Реализовано в:
2012
Developers documentation:
Ing. Augusto J. Leoni
Технические условия:
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
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Ограждения котлованов - анализ
Construction pit with pile wall

Expansion of shopping center Shopping del Sol

Название:
Expansion of shopping center Shopping del Sol
Место:
Asunción - Paraguay
Реализовано в:
2014
Developers documentation:
Ing. Augusto J. Leoni
Технические условия:
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
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Ограждения котлованов - анализ
Construction pit with pile wall

Apartment house Eminent

Название:
Apartment house Eminent - Asunción
Место:
Asunción - Paraguay
Реализовано в:
2015
Developers documentation:
Ing. Augusto J. Leoni
Технические условия:
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
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Ограждения котлованов - анализ
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

Название:
Paseo del Bajo parking in front of the Casa Rosada
Место:
Argentina - Buenos Aires
Реализовано в:
2019
Технические условия:
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
С помощью программ:
GEO 5 - МКЭ
GEO 5 - Ограждения котлованов - анализ
Excavation - construction pit Anchored wall near to the historic sewer - GEO5 program FEM

Design of a Rock Slope

Название:
Design of a Rock Slope
Место:
Guizhou Province, China
Реализовано в:
2016 - 2017
Developers documentation:
Guizhou Metallurgical Design and Research Institute
Технические условия:
Rock slope stabilization using anchored reinforced concrete beams with two rows anti-slide piles at the lower edge of the slope.
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - МКЭ
GEO 5 - Стабилизирующая свая
Фаилы
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

Название:
Slope stabilization using three rows of Anti-slide piles
Место:
Jiangsu Province, China
Реализовано в:
2016
Developers documentation:
Geological Engineering Investigation of Jiangsu Province
Технические условия:
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
С помощью программ:
GEO 5 - Устойчивость откоса
GEO 5 - Стабилизирующая свая
Фаилы
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

Название:
Shanghe Hanghu East Station - Retaining Wall
Место:
Zhejiang Province, China
Реализовано в:
2014 - 2016
Developers documentation:
China Railway Siyuan Survey and Design Group Co., Ltd.
Технические условия:
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
С помощью программ:
GEO 5 - Армированные насыпи
GEO 5 - Уголковая стена
GEO 5 - Сваи
Фаилы
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

Название:
Niuzhaishan Tunnel
Место:
Fujian Province, China
Реализовано в:
2012 - 2014
Developers documentation:
Geological Engineering Investigation of Fujian Province
Технические условия:
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.
С помощью программ:
GEO 5 - МКЭ
GEO 5 - МКЭ – Тоннель
GEO 5 - Стратиграфия
Фаилы
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

Название:
Construction of Expressway S7, Koszwały-Nowy Dwór Gdański
Место:
Poland
Реализовано в:
2018
Developers documentation:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Технические условия:
Stabilization of the expressway subsoil using a group of piles.
Pile diameter: 0,40m
Number of drilled displament piles: 186000
С помощью программ:
GEO 5 - МКЭ
Фаилы
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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