Programjaink sokoldalúsága és egyszerű kezelhetősége hatékony szoftver megoldást nyújt sokféle feladatra. A projekt galériában néhány érdekes szerkezet látható, melyet programjaink segítségével terveztek.

Redi-Rock Wall - Mustla Bridge Abutment Design, Estonia

Projekt neve:
Mustla Bridge
Helyszín:
Estonia
Kivitelezés időpontja:
2019
Tervező:
Geoman Ltd.
Projekt leírása:
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.
Szoftver:
GEO 5 - Redi-Rock Fal
Fájlok:
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

Projekt neve:
Construction of Metro Line C
Helyszín:
Prague - Ladvi - Letnany, Czech republic
Kivitelezés időpontja:
2002–2007
Tervező:
METROPROJEKT Praha, a. s.,
Ing. Jaroslav Kopecny
Szoftver:
GEO 5 - Szádfal tervezés
GEO 5 - Szádfal ellenőrzés
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

Projekt neve:
Concrete sewer - Slatina
Helyszín:
Slatina, jud. Olt, Romania
Kivitelezés időpontja:
2014
Tervező:
Proexrom, Romania
Szoftver:
GEO 5 - Talajszegezés
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

Projekt neve:
Nádraží Veleslavín Station, Metro V.A, Prague
Helyszín:
Prague, Czech Republic
Kivitelezés időpontja:
2011 - 2014
Tervező:
Metroprojekt Praha a.s.
Ing. Martina Urbánková
Projekt leírása:
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
Szoftver:
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

Line 4 Metro, Budapest, Hungary

Projekt neve:
Budapest Metro Line 4
Helyszín:
Keleti Railway Station - Budapest, Hungary
Kivitelezés időpontja:
2007
Tervező:
Goda Balázs, Honti Imre, Huszka Gábor Főmterv Zrt.
Szoftver:
GEO 5 - Szádfal ellenőrzés
Sheeting props Envelopes - Displacement, Bending moment, Shear force Sheeting props

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

Projekt neve:
Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road
Helyszín:
Saudi Arabia
Kivitelezés időpontja:
2017-2018
Tervező:
Civil Engr. Al-Hussain Hassan
Projekt leírása:
Tunnel Length:650 M
Depth of excavation: 15.0m
Number of rows of anchors: 5
Distance between anchors: 3.0m
Contractor: Jeddah Foundation Company
Szoftver:
GEO 5 - Szádfal ellenőrzés
Construction pit with anchored sheeting| Construction pit with anchored sheeting| GEO5 Sheeting Check - Internal stability verification

Bridge “Las Ferias Av”, Venezuela

Projekt neve:
Bridge “Las Ferias Av”
Helyszín:
Valencia City, Venezuela
Kivitelezés időpontja:
2015
Tervező:
Sismica C.A. Ing. Edinson Guanchez (Msc, Esp)
Projekt leírása:
Total Deck Length = 139 m (4 spans)
Maximum span length = 36 m
Access Ramps Length = 250 m
Total Bridge Length = 389 m
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - MSF Fal
GEO 5 - Hídfő
GEO 5 - Cölöpök
GEO 5 - Cölöpcsoport
Fájlok:
additional-description-and-drawings.pdf
Bridge abutment Access Ramp Slope Stability verification

Deep Excavation in Prishtina, Kosovo

Projekt neve:
Deep Excavation - Anchored Diaphragm Wall
Helyszín:
Prishtina, Kosovo
Kivitelezés időpontja:
2018
Tervező:
"Geotest Engineering", Prishtinë
Dr. Ing. Qani V. Kadiri
Ing. Adrian Kadiri
Projekt leírása:
Depth of excavation: 19.5m
Thickness of diaphragm wall: 0.6m
Number of rows of anchors: 5
Distance between anchors: 2.5m
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - Szádfal ellenőrzés
Fájlok:
deep-excavation-in-prishtina.pdf

12-meter high Gabion Wall, Mexico

Projekt neve:
12-meter high Gabion Wall
Helyszín:
Guanajuato, Gto. México
Kivitelezés időpontja:
2015
Tervező:
Ing. Pedro J. Villarreal Pinzón
TREE CONTACTO S.A. DE C.V.
Szoftver:
GEO 5 - Gabion
Fájlok:
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

Projekt neve:
Athienou Sewage Treatment Plant and associated works
Helyszín:
Cyprus
Kivitelezés időpontja:
2015 - 2017
Tervező:
Ioannis Pericleous, MSc, CEng, MIStructE
Projekt leírása:
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.
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - Süllyedés
-
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

Office buildings, Madrid, Spain

Projekt neve:
Construction office buildings “Quinta de los Molinos”
Helyszín:
Madrid, España
Kivitelezés időpontja:
2004-2005
Tervező:
Daniel Danés Grases
Szoftver:
GEO 5 - FEM
GEO 5 - Talajszegezés
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

Projekt neve:
Drilled piles
Helyszín:
Brasilia, Brazil
Kivitelezés időpontja:
2003–2005
Tervező:
Renato P. Cunha, MSc, PhD
Szoftver:
GEO 5 - Szádfal tervezés
GEO 5 - Szádfal ellenőrzés
Drilled-pile wall Drilled-pile wall 2 Sheeting of excavation pit – anchor introduction

Gabion revetments, Ostrowo, Poland

Projekt neve:
Gabion revetments – Jastrzębia Góra – Ostrowo
Helyszín:
Jastrzębia Góra – Ostrowo, Poland
Kivitelezés időpontja:
2012
Tervező:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Szoftver:
GEO 5 - Gabion
Fájlok:
geo5-report-ostrowo.pdf
Calculation of structure - report Slope Stability verification - report

High-rise building, Istanbul, Turkey

Projekt neve:
High-rise building
Helyszín:
Istanbul, Turkey
Kivitelezés időpontja:
2007
Tervező:
NYS Project Consultancy and Constracting Co.
Ing. Yavuz Seymen
Szoftver:
GEO 5 - Szádfal tervezés
GEO 5 - Szádfal ellenőrzés
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

Projekt neve:
High-rise building Soyak
Helyszín:
Istanbul, Turkey
Kivitelezés időpontja:
2011-2012
Tervező:
NYS Constructıon
Projekt leírása:
Excavation depth: 32,5m
Piles installed: 10,700m
Anchors installed: 71,000m
Soil excavation: 205.000 m3
Szoftver:
GEO 5 - Szádfal ellenőrzés
Pile curtain Props detail Support definition on Sheeting Check program

Kanianka dam, Slovakia

Projekt neve:
Kanianka dam
Helyszín:
Town of Kanianka, Slovakia
Kivitelezés időpontja:
2004
Tervező:
Overall verification: Ing. Andrej Kasana
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - FEM
Bottom outlet Dam of the reservoir Stress analyses by finite element method

New Connection, Prague, Czech Republic

Projekt neve:
New Connection Prague
Helyszín:
Prague Main Station - Masaryk’s Station – Liben - Vysocany, Czech republic
Kivitelezés időpontja:
2004–2010
Tervező:
Ing.Miroslav Sedivy
Szoftver:
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

Projekt neve:
Pedestrian tunnel – Gdansk
Helyszín:
Gdańsk, Poland
Kivitelezés időpontja:
2013
Tervező:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Szoftver:
GEO 5 - FEM – Alagút
Underpass - tunnel for pedestrians and cyclists Tunnel for pedestrians - FEM report Tunnel for pedestrians - FEM report 2

Q22 Excavation Pit, Warsaw, Poland

Projekt neve:
Q22 Excavation Pit, Warsaw, Poland
Helyszín:
Warsaw, Poland
Kivitelezés időpontja:
2013 - 2016
Tervező:
Buro Happold Polska Sp. z o.o.
Maciej Sobotkowski, MSc. Eng.
Zbigniew Czajewski, MSc. Eng.
Projekt leírása:
155 meters high office building with 5 underground levels. The depth of the excavation pit is more than 20 meters.
Szoftver:
GEO 5 - Szádfal ellenőrzés
Global view on construction site Cross-lot supported excavation Introduction of struts in

Retaining walls RediRock, Newport, USA

Projekt neve:
Sanville memorial public works facility
Helyszín:
Newport, USA
Kivitelezés időpontja:
2008
Tervező:
Souhegan Valley Engineering Inc.
New Hampshire, Newport USA
Szoftver:
-
Retaining wall All round view to build ground Verification of wall

Shopping Center and Housing Project, Antalya, Turkey

Projekt neve:
Shopping Center
Helyszín:
Antalya, Turkey
Kivitelezés időpontja:
2009-2010
Tervező:
NYS Constructıon
Projekt leírása:
Excavation depth: 24m
Bored Piles installed: 18,000m
Anchors installed: 108,000m
Szoftver:
GEO 5 - Szádfal ellenőrzés
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

Projekt neve:
Temporary containment of terrain
Helyszín:
Valle Colino, Tenerife Norte, Spain
Kivitelezés időpontja:
2006
Tervező:
Francisco Javier Cruz García
Szoftver:
GEO 5 - Talajszegezés
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

Projekt neve:
Tesare dam
Helyszín:
Town of Tesare, Slovakia
Kivitelezés időpontja:
2004
Tervező:
Overall verification: Ing. Andrej Kasana
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - FEM
Sluice gate Dam of the reservoir Verification of slope stability

Tunnel ventilation access, Lérida, Spain

Projekt neve:
Tunnel ventilation in AVE and Lérida access
Helyszín:
Avenue Once de Septiembre, Lérida, España
Kivitelezés időpontja:
2008
Tervező:
Ignacio Zuloaga
Szoftver:
GEO 5 - FEM
Excavation of the tunnel Geotechnical analysis Analysis of settlement

VMO Dobrovského, Prague, Czech Republic

Projekt neve:
VMO Dobrovského Brno
Helyszín:
Road I/42 Brno, Czech republic
Kivitelezés időpontja:
2002–2005
Tervező:
Ing. Jaroslav Lacina
Szoftver:
GEO 5 - FEM
Tunnel portal Visualisation of final structure Vertical stress based on tunnel analysis

Waterworks Hosterwitz, Dresden, Germany

Projekt neve:
Waterworks Hosterwitz
Helyszín:
Dresden - Hosterwitz, Germany
Kivitelezés időpontja:
2012
Tervező:
G.E.O.S. Ingenieurgesellschaft mbH
Dipl. – Ing. Juraj Ortuta, Dipl. – Ing. Andreas Köhler
Projekt leírása:
Safety assessment of complex of buildings for planned increase of flood control waterworks Hosterwitz.
Szoftver:
GEO 5 - FEM
Waterworks Hosterwitz Geotechnical model Analyses of subsoil deformation under foundations of construction

Newry, Ireland - Dominican Chapel, Ireland

Projekt neve:
Newry, Ireland - Dominican Chapel
Helyszín:
Newry, Northern Ireland
Kivitelezés időpontja:
2017
Tervező:
Geoman Ltd.
Liam K.D.
Projekt leírása:
Landscaping by MacWall system with NFC Fill.
Wall height: from 1.8 m to 3.6 m
Total number of walls: 5
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - MSF Fal
Fájlok:
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

Projekt neve:
El Cerrillo Park Comenar Viejo
Helyszín:
Madrid, Spain
Kivitelezés időpontja:
2019
Tervező:
Wall Designer: Geoman Ltd.
Redi-Rock Supplier: Memorial Parks
Projekt leírása:
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.
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - Előregyártott fal
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

Projekt neve:
Brantham, Suffolk - Two reinforced walls
Helyszín:
Brantham, Suffolk, UK
Kivitelezés időpontja:
2021
Tervező:
Kenneth Knox, Stabilisure Ltd.
Projekt leírása:
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
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - MSF Fal
Fájlok:
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

Projekt neve:
Allenton, Derby - Ecocrib retaining wall
Helyszín:
Allenton, Derby, UK
Kivitelezés időpontja:
2020
Tervező:
William Morrow (Geoman Ltd.)
Installer/ material supplier: PC Construction
Projekt leírása:
Ecocrib retaining wall - 100% recycled mixed polymer retaining crib wall system.
Maximum retained height: 4.1m
Total length: 50m
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - Előregyártott fal
Fájlok:
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

Projekt neve:
Lawley Village Phase 10, Telford
Helyszín:
Lawley Village, Telford
Kivitelezés időpontja:
2021
Tervező:
Kenneth Knox
Geoman Ltd.
Projekt leírása:
Height of reinforced slope: up to 6m
Total length of the slope: 300m
Slope stabilization technology: soil bag facing
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - MSF Fal
Fájlok:
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

Projekt neve:
Building of World Trade Center Asuncion
Helyszín:
Asunción - Paraguay
Kivitelezés időpontja:
2012
Tervező:
Ing. Augusto J. Leoni
Projekt leírása:
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
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - Szádfal ellenőrzés
Construction pit with pile wall

Expansion of shopping center Shopping del Sol

Projekt neve:
Expansion of shopping center Shopping del Sol
Helyszín:
Asunción - Paraguay
Kivitelezés időpontja:
2014
Tervező:
Ing. Augusto J. Leoni
Projekt leírása:
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
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - Szádfal ellenőrzés
Construction pit with pile wall

Apartment house Eminent

Projekt neve:
Apartment house Eminent - Asunción
Helyszín:
Asunción - Paraguay
Kivitelezés időpontja:
2015
Tervező:
Ing. Augusto J. Leoni
Projekt leírása:
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
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - Szádfal ellenőrzés
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

Projekt neve:
Paseo del Bajo parking in front of the Casa Rosada
Helyszín:
Argentina - Buenos Aires
Kivitelezés időpontja:
2019
Projekt leírása:
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
Szoftver:
GEO 5 - FEM
GEO 5 - Szádfal ellenőrzés
Excavation - construction pit Anchored wall near to the historic sewer - GEO5 program FEM

Design of a Rock Slope

Projekt neve:
Design of a Rock Slope
Helyszín:
Guizhou Province, China
Kivitelezés időpontja:
2016 - 2017
Tervező:
Guizhou Metallurgical Design and Research Institute
Projekt leírása:
Rock slope stabilization using anchored reinforced concrete beams with two rows anti-slide piles at the lower edge of the slope.
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - FEM
GEO 5 - Nem-elcsúszó Cölöp
Fájlok:
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

Projekt neve:
Slope stabilization using three rows of Anti-slide piles
Helyszín:
Jiangsu Province, China
Kivitelezés időpontja:
2016
Tervező:
Geological Engineering Investigation of Jiangsu Province
Projekt leírása:
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
Szoftver:
GEO 5 - Rézsűállékonyság
GEO 5 - Nem-elcsúszó Cölöp
Fájlok:
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

Projekt neve:
Shanghe Hanghu East Station - Retaining Wall
Helyszín:
Zhejiang Province, China
Kivitelezés időpontja:
2014 - 2016
Tervező:
China Railway Siyuan Survey and Design Group Co., Ltd.
Projekt leírása:
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
Szoftver:
GEO 5 - MSF Fal
GEO 5 - Szögtámfal
GEO 5 - Cölöpök
Fájlok:
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

Projekt neve:
Niuzhaishan Tunnel
Helyszín:
Fujian Province, China
Kivitelezés időpontja:
2012 - 2014
Tervező:
Geological Engineering Investigation of Fujian Province
Projekt leírása:
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.
Szoftver:
GEO 5 - FEM
GEO 5 - FEM – Alagút
GEO 5 - Rétegtan
Fájlok:
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

Projekt neve:
Construction of Expressway S7, Koszwały-Nowy Dwór Gdański
Helyszín:
Poland
Kivitelezés időpontja:
2018
Tervező:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Projekt leírása:
Stabilization of the expressway subsoil using a group of piles.
Pile diameter: 0,40m
Number of drilled displament piles: 186000
Szoftver:
GEO 5 - FEM
Fájlok:
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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