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Galerija Projekata

Svestranost i jednostavna upotreba naših programa osiguravaju rješenja za širok spektar projekata. Galerija projekata prikazuje niz zanimljivih konstrukcija, koje su modelirane pomoću naših softvera od strane naših korisnika.

Redi-Rock Wall - Mustla Bridge Abutment Design, Estonia

Naziv projekta:
Mustla Bridge
Lokacija:
Estonia
Razdoblje izgradnje:
2019
Projektant:
Geoman Ltd.
Opis problema
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.
Softver:
GEO 5 - Redi-Rock potporni zid
Datoteke:
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

Naziv projekta:
Construction of Metro Line C
Lokacija:
Prague - Ladvi - Letnany, Czech republic
Razdoblje izgradnje:
2002–2007
Projektant:
METROPROJEKT Praha, a. s.,
Ing. Jaroslav Kopecny
Softver:
GEO 5 - Dizajn zagatne stijene
GEO 5 - Provjera zagatne stijene
Excavation site Excavation site Verification of sheeting design
Prospekt galerija projekata – Metro line C u Pragu
Prospekt galerija projekata – Metro line C u Pragu
PDF, 723,88 KB

Concrete sewer, Slatina, Romania

Naziv projekta:
Concrete sewer - Slatina
Lokacija:
Slatina, jud. Olt, Romania
Razdoblje izgradnje:
2014
Projektant:
Proexrom, Romania
Softver:
GEO 5 - Sidrena kosina (Čavlana kosina)
Instalation of the anchors and the excavation of the soil. Application of shotcrete. Resultado del análisis geotécnico. Extracción, fuerzas de corte y momentos flectores.
Prospekt galerija projekata – Betonska kanalizacija
Prospekt galerija projekata – Betonska kanalizacija

Nádraží Veleslavín Station, Prague, Czech Republic

Naziv projekta:
Nádraží Veleslavín Station, Metro V.A, Prague
Lokacija:
Prague, Czech Republic
Razdoblje izgradnje:
2011 - 2014
Projektant:
Metroprojekt Praha a.s.
Ing. Martina Urbánková
Opis problema
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
Softver:
GEO 5 - MKE
Tunnel portal FEM - Results of the analysis - Phase 8 FEM - Results of the analysis - Phase 26
Prospekt galerija projekata – Metro stanica Nádraží Veleslavín
Prospekt galerija projekata – Metro stanica Nádraží Veleslavín
PDF, 645,59 KB

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

Naziv projekta:
Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road
Lokacija:
Saudi Arabia
Razdoblje izgradnje:
2017-2018
Projektant:
Civil Engr. Al-Hussain Hassan
Opis problema
Tunnel Length:650 M
Depth of excavation: 15.0m
Number of rows of anchors: 5
Distance between anchors: 3.0m
Contractor: Jeddah Foundation Company
Softver:
GEO 5 - Provjera zagatne stijene
Construction pit with anchored sheeting| Construction pit with anchored sheeting| GEO5 Sheeting Check - Internal stability verification

Bridge “Las Ferias Av”, Venezuela

Naziv projekta:
Bridge “Las Ferias Av”
Lokacija:
Valencia City, Venezuela
Razdoblje izgradnje:
2015
Projektant:
Sismica C.A. Ing. Edinson Guanchez (Msc, Esp)
Opis problema
Total Deck Length = 139 m (4 spans)
Maximum span length = 36 m
Access Ramps Length = 250 m
Total Bridge Length = 389 m
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - MST Zid
GEO 5 - Upornjak
GEO 5 - Pilot
GEO 5 - Skupina pilota
Datoteke:
additional-description-and-drawings.pdf
Bridge abutment Access Ramp Slope Stability verification

Deep Excavation in Prishtina, Kosovo

Naziv projekta:
Deep Excavation - Anchored Diaphragm Wall
Lokacija:
Prishtina, Kosovo
Razdoblje izgradnje:
2018
Projektant:
"Geotest Engineering", Prishtinë
Dr. Ing. Qani V. Kadiri
Ing. Adrian Kadiri
Opis problema
Depth of excavation: 19.5m
Thickness of diaphragm wall: 0.6m
Number of rows of anchors: 5
Distance between anchors: 2.5m
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - Provjera zagatne stijene
Datoteke:
deep-excavation-in-prishtina.pdf

12-meter high Gabion Wall, Mexico

Naziv projekta:
12-meter high Gabion Wall
Lokacija:
Guanajuato, Gto. México
Razdoblje izgradnje:
2015
Projektant:
Ing. Pedro J. Villarreal Pinzón
TREE CONTACTO S.A. DE C.V.
Softver:
GEO 5 - Gabion
Datoteke:
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

Naziv projekta:
Athienou Sewage Treatment Plant and associated works
Lokacija:
Cyprus
Razdoblje izgradnje:
2015 - 2017
Projektant:
Ioannis Pericleous, MSc, CEng, MIStructE
Opis problema
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.
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - Slijeganje
-
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

Naziv projekta:
Budapest Metro Line 4
Lokacija:
Keleti Railway Station - Budapest, Hungary
Razdoblje izgradnje:
2007
Projektant:
Goda Balázs, Honti Imre, Huszka Gábor Főmterv Zrt.
Softver:
GEO 5 - Provjera zagatne stijene
Sheeting props Envelopes - Displacement, Bending moment, Shear force Sheeting props

Office buildings, Madrid, Spain

Naziv projekta:
Construction office buildings “Quinta de los Molinos”
Lokacija:
Madrid, España
Razdoblje izgradnje:
2004-2005
Projektant:
Daniel Danés Grases
Softver:
GEO 5 - MKE
GEO 5 - Sidrena kosina (Čavlana kosina)
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

Naziv projekta:
Drilled piles
Lokacija:
Brasilia, Brazil
Razdoblje izgradnje:
2003–2005
Projektant:
Renato P. Cunha, MSc, PhD
Softver:
GEO 5 - Dizajn zagatne stijene
GEO 5 - Provjera zagatne stijene
Drilled-pile wall Drilled-pile wall 2 Sheeting of excavation pit – anchor introduction

Gabion revetments, Ostrowo, Poland

Naziv projekta:
Gabion revetments – Jastrzębia Góra – Ostrowo
Lokacija:
Jastrzębia Góra – Ostrowo, Poland
Razdoblje izgradnje:
2012
Projektant:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Softver:
GEO 5 - Gabion
Datoteke:
geo5-report-ostrowo.pdf
Calculation of structure - report Slope Stability verification - report

High-rise building, Istanbul, Turkey

Naziv projekta:
High-rise building
Lokacija:
Istanbul, Turkey
Razdoblje izgradnje:
2007
Projektant:
NYS Project Consultancy and Constracting Co.
Ing. Yavuz Seymen
Softver:
GEO 5 - Dizajn zagatne stijene
GEO 5 - Provjera zagatne stijene
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

Naziv projekta:
High-rise building Soyak
Lokacija:
Istanbul, Turkey
Razdoblje izgradnje:
2011-2012
Projektant:
NYS Constructıon
Opis problema
Excavation depth: 32,5m
Piles installed: 10,700m
Anchors installed: 71,000m
Soil excavation: 205.000 m3
Softver:
GEO 5 - Provjera zagatne stijene
Pile curtain Props detail Support definition on Sheeting Check program

Kanianka dam, Slovakia

Naziv projekta:
Kanianka dam
Lokacija:
Town of Kanianka, Slovakia
Razdoblje izgradnje:
2004
Projektant:
Overall verification: Ing. Andrej Kasana
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - MKE
Bottom outlet Dam of the reservoir Stress analyses by finite element method

New Connection, Prague, Czech Republic

Naziv projekta:
New Connection Prague
Lokacija:
Prague Main Station - Masaryk’s Station – Liben - Vysocany, Czech republic
Razdoblje izgradnje:
2004–2010
Projektant:
Ing.Miroslav Sedivy
Softver:
GEO 5 - MKE
Sheeting wall consisting of drilled piles with anchored soldier beam Retaining wall Stress analysis using the Finite Element Method

Pedestrian tunnel, Gdansk, Poland

Naziv projekta:
Pedestrian tunnel – Gdansk
Lokacija:
Gdańsk, Poland
Razdoblje izgradnje:
2013
Projektant:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Softver:
GEO 5 - MKE – Tunel
Underpass - tunnel for pedestrians and cyclists Tunnel for pedestrians - FEM report Tunnel for pedestrians - FEM report 2

Q22 Excavation Pit, Warsaw, Poland

Naziv projekta:
Q22 Excavation Pit, Warsaw, Poland
Lokacija:
Warsaw, Poland
Razdoblje izgradnje:
2013 - 2016
Projektant:
Buro Happold Polska Sp. z o.o.
Maciej Sobotkowski, MSc. Eng.
Zbigniew Czajewski, MSc. Eng.
Opis problema
155 meters high office building with 5 underground levels. The depth of the excavation pit is more than 20 meters.
Softver:
GEO 5 - Provjera zagatne stijene
Global view on construction site Cross-lot supported excavation Introduction of struts in

Retaining walls RediRock, Newport, USA

Naziv projekta:
Sanville memorial public works facility
Lokacija:
Newport, USA
Razdoblje izgradnje:
2008
Projektant:
Souhegan Valley Engineering Inc.
New Hampshire, Newport USA
Softver:
-
Retaining wall All round view to build ground Verification of wall

Shopping Center and Housing Project, Antalya, Turkey

Naziv projekta:
Shopping Center
Lokacija:
Antalya, Turkey
Razdoblje izgradnje:
2009-2010
Projektant:
NYS Constructıon
Opis problema
Excavation depth: 24m
Bored Piles installed: 18,000m
Anchors installed: 108,000m
Softver:
GEO 5 - Provjera zagatne stijene
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

Naziv projekta:
Temporary containment of terrain
Lokacija:
Valle Colino, Tenerife Norte, Spain
Razdoblje izgradnje:
2006
Projektant:
Francisco Javier Cruz García
Softver:
GEO 5 - Sidrena kosina (Čavlana kosina)
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

Naziv projekta:
Tesare dam
Lokacija:
Town of Tesare, Slovakia
Razdoblje izgradnje:
2004
Projektant:
Overall verification: Ing. Andrej Kasana
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - MKE
Sluice gate Dam of the reservoir Verification of slope stability

Tunnel ventilation access, Lérida, Spain

Naziv projekta:
Tunnel ventilation in AVE and Lérida access
Lokacija:
Avenue Once de Septiembre, Lérida, España
Razdoblje izgradnje:
2008
Projektant:
Ignacio Zuloaga
Softver:
GEO 5 - MKE
Excavation of the tunnel Geotechnical analysis Analysis of settlement

VMO Dobrovského, Prague, Czech Republic

Naziv projekta:
VMO Dobrovského Brno
Lokacija:
Road I/42 Brno, Czech republic
Razdoblje izgradnje:
2002–2005
Projektant:
Ing. Jaroslav Lacina
Softver:
GEO 5 - MKE
Tunnel portal Visualisation of final structure Vertical stress based on tunnel analysis

Waterworks Hosterwitz, Dresden, Germany

Naziv projekta:
Waterworks Hosterwitz
Lokacija:
Dresden - Hosterwitz, Germany
Razdoblje izgradnje:
2012
Projektant:
G.E.O.S. Ingenieurgesellschaft mbH
Dipl. – Ing. Juraj Ortuta, Dipl. – Ing. Andreas Köhler
Opis problema
Safety assessment of complex of buildings for planned increase of flood control waterworks Hosterwitz.
Softver:
GEO 5 - MKE
Waterworks Hosterwitz Geotechnical model Analyses of subsoil deformation under foundations of construction

Newry, Ireland - Dominican Chapel, Ireland

Naziv projekta:
Newry, Ireland - Dominican Chapel
Lokacija:
Newry, Northern Ireland
Razdoblje izgradnje:
2017
Projektant:
Geoman Ltd.
Liam K.D.
Opis problema
Landscaping by MacWall system with NFC Fill.
Wall height: from 1.8 m to 3.6 m
Total number of walls: 5
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - MST Zid
Datoteke:
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

Naziv projekta:
El Cerrillo Park Comenar Viejo
Lokacija:
Madrid, Spain
Razdoblje izgradnje:
2019
Projektant:
Wall Designer: Geoman Ltd.
Redi-Rock Supplier: Memorial Parks
Opis problema
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.
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - Prefabriciran zid
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

Naziv projekta:
Brantham, Suffolk - Two reinforced walls
Lokacija:
Brantham, Suffolk, UK
Razdoblje izgradnje:
2021
Projektant:
Kenneth Knox, Stabilisure Ltd.
Opis problema
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
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - MST Zid
Datoteke:
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

Naziv projekta:
Allenton, Derby - Ecocrib retaining wall
Lokacija:
Allenton, Derby, UK
Razdoblje izgradnje:
2020
Projektant:
William Morrow (Geoman Ltd.)
Installer/ material supplier: PC Construction
Opis problema
Ecocrib retaining wall - 100% recycled mixed polymer retaining crib wall system.
Maximum retained height: 4.1m
Total length: 50m
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - Prefabriciran zid
Datoteke:
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

Naziv projekta:
Lawley Village Phase 10, Telford
Lokacija:
Lawley Village, Telford
Razdoblje izgradnje:
2021
Projektant:
Kenneth Knox
Geoman Ltd.
Opis problema
Height of reinforced slope: up to 6m
Total length of the slope: 300m
Slope stabilization technology: soil bag facing
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - MST Zid
Datoteke:
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

Naziv projekta:
Building of World Trade Center Asuncion
Lokacija:
Asunción - Paraguay
Razdoblje izgradnje:
2012
Projektant:
Ing. Augusto J. Leoni
Opis problema
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
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - Provjera zagatne stijene
Construction pit with pile wall

Expansion of shopping center Shopping del Sol

Naziv projekta:
Expansion of shopping center Shopping del Sol
Lokacija:
Asunción - Paraguay
Razdoblje izgradnje:
2014
Projektant:
Ing. Augusto J. Leoni
Opis problema
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
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - Provjera zagatne stijene
Construction pit with pile wall

Apartment house Eminent

Naziv projekta:
Apartment house Eminent - Asunción
Lokacija:
Asunción - Paraguay
Razdoblje izgradnje:
2015
Projektant:
Ing. Augusto J. Leoni
Opis problema
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
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - Provjera zagatne stijene
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

Naziv projekta:
Paseo del Bajo parking in front of the Casa Rosada
Lokacija:
Argentina - Buenos Aires
Razdoblje izgradnje:
2019
Opis problema
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
Softver:
GEO 5 - MKE
GEO 5 - Provjera zagatne stijene
Excavation - construction pit Anchored wall near to the historic sewer - GEO5 program FEM

Design of a Rock Slope

Naziv projekta:
Design of a Rock Slope
Lokacija:
Guizhou Province, China
Razdoblje izgradnje:
2016 - 2017
Projektant:
Guizhou Metallurgical Design and Research Institute
Opis problema
Rock slope stabilization using anchored reinforced concrete beams with two rows anti-slide piles at the lower edge of the slope.
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - MKE
GEO 5 - Dizajn pilota u klizištima
Datoteke:
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

Naziv projekta:
Slope stabilization using three rows of Anti-slide piles
Lokacija:
Jiangsu Province, China
Razdoblje izgradnje:
2016
Projektant:
Geological Engineering Investigation of Jiangsu Province
Opis problema
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
Softver:
GEO 5 - Stabilnost kosina
GEO 5 - Dizajn pilota u klizištima
Datoteke:
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

Naziv projekta:
Shanghe Hanghu East Station - Retaining Wall
Lokacija:
Zhejiang Province, China
Razdoblje izgradnje:
2014 - 2016
Projektant:
China Railway Siyuan Survey and Design Group Co., Ltd.
Opis problema
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
Softver:
GEO 5 - MST Zid
GEO 5 - Konzolni zid
GEO 5 - Pilot
Datoteke:
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

Naziv projekta:
Niuzhaishan Tunnel
Lokacija:
Fujian Province, China
Razdoblje izgradnje:
2012 - 2014
Projektant:
Geological Engineering Investigation of Fujian Province
Opis problema
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.
Softver:
GEO 5 - MKE
GEO 5 - MKE – Tunel
GEO 5 - Stratigrafija
Datoteke:
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

Naziv projekta:
Construction of Expressway S7, Koszwały-Nowy Dwór Gdański
Lokacija:
Poland
Razdoblje izgradnje:
2018
Projektant:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Opis problema
Stabilization of the expressway subsoil using a group of piles.
Pile diameter: 0,40m
Number of drilled displament piles: 186000
Softver:
GEO 5 - MKE
Datoteke:
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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