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Project Gallery

Let us introduce some interesting projects, which were designed by our clients.

Redi-Rock Wall - Mustla Bridge Abutment Design, Estonia

Project name:
Mustla Bridge
Location:
Estonia
Construction period:
2019
Designer:
Geoman Ltd.
Project description:
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 Wall
Files:
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

Project name:
Construction of Metro Line C
Location:
Prague - Ladvi - Letnany, Czech republic
Construction period:
2002–2007
Designer:
METROPROJEKT Praha, a. s.,
Ing. Jaroslav Kopecny
Software:
GEO 5 - Sheeting Design
GEO 5 - Sheeting Check
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

Project name:
Concrete sewer - Slatina
Location:
Slatina, jud. Olt, Romania
Construction period:
2014
Designer:
Proexrom, Romania
Software:
GEO 5 - Nailed Slope
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

Project name:
Nádraží Veleslavín Station, Metro V.A, Prague
Location:
Prague, Czech Republic
Construction period:
2011 - 2014
Designer:
Metroprojekt Praha a.s.
Ing. Martina Urbánková
Project description:
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

Brantham, Suffolk - Two reinforced walls, UK

Project name:
Brantham, Suffolk - Two reinforced walls
Location:
Brantham, Suffolk, UK
Construction period:
2021
Designer:
Kenneth Knox, Stabilisure Ltd.
Project description:
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 - Slope Stability
GEO 5 - MSE Wall
Files:
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

Project name:
Allenton, Derby - Ecocrib retaining wall
Location:
Allenton, Derby, UK
Construction period:
2020
Designer:
William Morrow (Geoman Ltd.)
Installer/ material supplier: PC Construction
Project description:
Ecocrib retaining wall - 100% recycled mixed polymer retaining crib wall system.
Maximum retained height: 4.1m
Total length: 50m
Software:
GEO 5 - Slope Stability
GEO 5 - Prefab Wall
Files:
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

Project name:
Lawley Village Phase 10, Telford
Location:
Lawley Village, Telford
Construction period:
2021
Designer:
Kenneth Knox
Geoman Ltd.
Project description:
Height of reinforced slope: up to 6m
Total length of the slope: 300m
Slope stabilization technology: soil bag facing
Software:
GEO 5 - Slope Stability
GEO 5 - MSE Wall
Files:
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

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

Project name:
Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road
Location:
Saudi Arabia
Construction period:
2017-2018
Designer:
Civil Engr. Al-Hussain Hassan
Project description:
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 - Sheeting Check
Construction pit with anchored sheeting| Construction pit with anchored sheeting| GEO5 Sheeting Check - Internal stability verification

Bridge “Las Ferias Av”, Venezuela

Project name:
Bridge “Las Ferias Av”
Location:
Valencia City, Venezuela
Construction period:
2015
Designer:
Sismica C.A. Ing. Edinson Guanchez (Msc, Esp)
Project description:
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 - Slope Stability
GEO 5 - MSE Wall
GEO 5 - Abutment
GEO 5 - Pile
GEO 5 - Pile Group
Files:
additional-description-and-drawings.pdf
Bridge abutment Access Ramp Slope Stability verification

Deep Excavation in Prishtina, Kosovo

Project name:
Deep Excavation - Anchored Diaphragm Wall
Location:
Prishtina, Kosovo
Construction period:
2018
Designer:
"Geotest Engineering", Prishtinë
Dr. Ing. Qani V. Kadiri
Ing. Adrian Kadiri
Project description:
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 - Slope Stability
GEO 5 - Sheeting Check
Files:
deep-excavation-in-prishtina.pdf

12-meter high Gabion Wall, Mexico

Project name:
12-meter high Gabion Wall
Location:
Guanajuato, Gto. México
Construction period:
2015
Designer:
Ing. Pedro J. Villarreal Pinzón
TREE CONTACTO S.A. DE C.V.
Software:
GEO 5 - Gabion
Files:
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

Project name:
Athienou Sewage Treatment Plant and associated works
Location:
Cyprus
Construction period:
2015 - 2017
Designer:
Ioannis Pericleous, MSc, CEng, MIStructE
Project description:
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 - Slope Stability
GEO 5 - Settlement
-
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

Project name:
Budapest Metro Line 4
Location:
Keleti Railway Station - Budapest, Hungary
Construction period:
2007
Designer:
Goda Balázs, Honti Imre, Huszka Gábor Főmterv Zrt.
Software:
GEO 5 - Sheeting Check
Sheeting props Envelopes - Displacement, Bending moment, Shear force Sheeting props

Office buildings, Madrid, Spain

Project name:
Construction office buildings “Quinta de los Molinos”
Location:
Madrid, España
Construction period:
2004-2005
Designer:
Daniel Danés Grases
Software:
GEO 5 - FEM
GEO 5 - Nailed Slope
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

Project name:
Drilled piles
Location:
Brasilia, Brazil
Construction period:
2003–2005
Designer:
Renato P. Cunha, MSc, PhD
Software:
GEO 5 - Sheeting Design
GEO 5 - Sheeting Check
Drilled-pile wall Drilled-pile wall 2 Sheeting of excavation pit – anchor introduction

Gabion revetments, Ostrowo, Poland

Project name:
Gabion revetments – Jastrzębia Góra – Ostrowo
Location:
Jastrzębia Góra – Ostrowo, Poland
Construction period:
2012
Designer:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Software:
GEO 5 - Gabion
Files:
geo5-report-ostrowo.pdf
Calculation of structure - report Slope Stability verification - report

High-rise building, Istanbul, Turkey

Project name:
High-rise building
Location:
Istanbul, Turkey
Construction period:
2007
Designer:
NYS Project Consultancy and Constracting Co.
Ing. Yavuz Seymen
Software:
GEO 5 - Sheeting Design
GEO 5 - Sheeting Check
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

Project name:
High-rise building Soyak
Location:
Istanbul, Turkey
Construction period:
2011-2012
Designer:
NYS Constructıon
Project description:
Excavation depth: 32,5m
Piles installed: 10,700m
Anchors installed: 71,000m
Soil excavation: 205.000 m3
Software:
GEO 5 - Sheeting Check
Pile curtain Props detail Support definition on Sheeting Check program

Kanianka dam, Slovakia

Project name:
Kanianka dam
Location:
Town of Kanianka, Slovakia
Construction period:
2004
Designer:
Overall verification: Ing. Andrej Kasana
Software:
GEO 5 - Slope Stability
GEO 5 - FEM
Bottom outlet Dam of the reservoir Stress analyses by finite element method

New Connection, Prague, Czech Republic

Project name:
New Connection Prague
Location:
Prague Main Station - Masaryk’s Station – Liben - Vysocany, Czech republic
Construction period:
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

Project name:
Pedestrian tunnel – Gdansk
Location:
Gdańsk, Poland
Construction period:
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

Project name:
Q22 Excavation Pit, Warsaw, Poland
Location:
Warsaw, Poland
Construction period:
2013 - 2016
Designer:
Buro Happold Polska Sp. z o.o.
Maciej Sobotkowski, MSc. Eng.
Zbigniew Czajewski, MSc. Eng.
Project description:
155 meters high office building with 5 underground levels. The depth of the excavation pit is more than 20 meters.
Software:
GEO 5 - Sheeting Check
Global view on construction site Cross-lot supported excavation Introduction of struts in

Retaining walls RediRock, Newport, USA

Project name:
Sanville memorial public works facility
Location:
Newport, USA
Construction period:
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

Project name:
Shopping Center
Location:
Antalya, Turkey
Construction period:
2009-2010
Designer:
NYS Constructıon
Project description:
Excavation depth: 24m
Bored Piles installed: 18,000m
Anchors installed: 108,000m
Software:
GEO 5 - Sheeting Check
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

Project name:
Temporary containment of terrain
Location:
Valle Colino, Tenerife Norte, Spain
Construction period:
2006
Designer:
Francisco Javier Cruz García
Software:
GEO 5 - Nailed Slope
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

Project name:
Tesare dam
Location:
Town of Tesare, Slovakia
Construction period:
2004
Designer:
Overall verification: Ing. Andrej Kasana
Software:
GEO 5 - Slope Stability
GEO 5 - FEM
Sluice gate Dam of the reservoir Verification of slope stability

Tunnel ventilation access, Lérida, Spain

Project name:
Tunnel ventilation in AVE and Lérida access
Location:
Avenue Once de Septiembre, Lérida, España
Construction period:
2008
Designer:
Ignacio Zuloaga
Software:
GEO 5 - FEM
Excavation of the tunnel Geotechnical analysis Analysis of settlement

VMO Dobrovského, Prague, Czech Republic

Project name:
VMO Dobrovského Brno
Location:
Road I/42 Brno, Czech republic
Construction period:
2002–2005
Designer:
Ing. Jaroslav Lacina
Software:
GEO 5 - FEM
Tunnel portal Visualisation of final structure Vertical stress based on tunnel analysis

Waterworks Hosterwitz, Dresden, Germany

Project name:
Waterworks Hosterwitz
Location:
Dresden - Hosterwitz, Germany
Construction period:
2012
Designer:
G.E.O.S. Ingenieurgesellschaft mbH
Dipl. – Ing. Juraj Ortuta, Dipl. – Ing. Andreas Köhler
Project description:
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

Project name:
Newry, Ireland - Dominican Chapel
Location:
Newry, Northern Ireland
Construction period:
2017
Designer:
Geoman Ltd.
Liam K.D.
Project description:
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 - Slope Stability
GEO 5 - MSE Wall
Files:
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

Project name:
El Cerrillo Park Comenar Viejo
Location:
Madrid, Spain
Construction period:
2019
Designer:
Wall Designer: Geoman Ltd.
Redi-Rock Supplier: Memorial Parks
Project description:
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 - Slope Stability
GEO 5 - Prefab Wall
General view of the retaining wall from the Redi-Rock system GEO5 Prefab Wall - Slip and Overturning verification GEO5 - Slope Stability - Slope stability verification

Building of World Trade Center Asuncion

Project name:
Building of World Trade Center Asuncion
Location:
Asunción - Paraguay
Construction period:
2012
Designer:
Ing. Augusto J. Leoni
Project description:
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 - Slope Stability
GEO 5 - Sheeting Check
Construction pit with pile wall

Expansion of shopping center Shopping del Sol

Project name:
Expansion of shopping center Shopping del Sol
Location:
Asunción - Paraguay
Construction period:
2014
Designer:
Ing. Augusto J. Leoni
Project description:
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 - Slope Stability
GEO 5 - Sheeting Check
Construction pit with pile wall

Apartment house Eminent

Project name:
Apartment house Eminent - Asunción
Location:
Asunción - Paraguay
Construction period:
2015
Designer:
Ing. Augusto J. Leoni
Project description:
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 - Slope Stability
GEO 5 - Sheeting Check
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

Project name:
Paseo del Bajo parking in front of the Casa Rosada
Location:
Argentina - Buenos Aires
Construction period:
2019
Project description:
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 - Sheeting Check
Excavation - construction pit Anchored wall near to the historic sewer - GEO5 program FEM

Design of a Rock Slope

Project name:
Design of a Rock Slope
Location:
Guizhou Province, China
Construction period:
2016 - 2017
Designer:
Guizhou Metallurgical Design and Research Institute
Project description:
Rock slope stabilization using anchored reinforced concrete beams with two rows anti-slide piles at the lower edge of the slope.
Software:
GEO 5 - Slope Stability
GEO 5 - FEM
GEO 5 - Anti-Slide Pile
Files:
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

Project name:
Slope stabilization using three rows of Anti-slide piles
Location:
Jiangsu Province, China
Construction period:
2016
Designer:
Geological Engineering Investigation of Jiangsu Province
Project description:
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 - Slope Stability
GEO 5 - Anti-Slide Pile
Files:
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

Project name:
Shanghe Hanghu East Station - Retaining Wall
Location:
Zhejiang Province, China
Construction period:
2014 - 2016
Designer:
China Railway Siyuan Survey and Design Group Co., Ltd.
Project description:
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 - MSE Wall
GEO 5 - Cantilever Wall
GEO 5 - Pile
Files:
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

Project name:
Niuzhaishan Tunnel
Location:
Fujian Province, China
Construction period:
2012 - 2014
Designer:
Geological Engineering Investigation of Fujian Province
Project description:
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 - Stratigraphy
Files:
China Niuzhaishan Tunnel Output Report
Tunnel portal - Supporting micropiles before tunnel drilling Analysis in GEO5 FEM Tunnel program Subsoil model in the Stratigraphy program

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