GEO5

Galeria de Projetos

A galeria de projetos apresenta algumas estruturas interessantes, que foram feitas pelos nossos clientes.

Redi-Rock Wall - Mustla Bridge Abutment Design, Estonia

Nome do projeto:
Mustla Bridge
Localização:
Estonia
Período de construção:
2019
Engenheiro/desenhador:
Geoman Ltd.
Descrição do projeto:
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 - Muro Redi-Rock
Arquivos:
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

Nome do projeto:
Construction of Metro Line C
Localização:
Prague - Ladvi - Letnany, Czech republic
Período de construção:
2002–2007
Engenheiro/desenhador:
METROPROJEKT Praha, a. s.,
Ing. Jaroslav Kopecny
Software:
GEO 5 - Projeto de Contenções
GEO 5 - Verificação de Contenções
Excavation site Excavation site Verification of sheeting design
Galeria de Projetos - Metrô de Praga, Linha C
Galeria de Projetos - Metrô de Praga, Linha C
PDF, 723,88 KB

Concrete sewer, Slatina, Romania

Nome do projeto:
Concrete sewer - Slatina
Localização:
Slatina, jud. Olt, Romania
Período de construção:
2014
Engenheiro/desenhador:
Proexrom, Romania
Software:
GEO 5 - Solo Grampeado
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

Nome do projeto:
Nádraží Veleslavín Station, Metro V.A, Prague
Localização:
Prague, Czech Republic
Período de construção:
2011 - 2014
Engenheiro/desenhador:
Metroprojekt Praha a.s.
Ing. Martina Urbánková
Descrição do projeto:
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 - MEF
Tunnel portal FEM - Results of the analysis - Phase 8 FEM - Results of the analysis - Phase 26
Galeria de Projetos - Estação de metrô Nádraží Veleslavín
Galeria de Projetos - Estação de metrô Nádraží Veleslavín
PDF, 645,59 KB

Drilled piles, Brasilia, Brazil

Nome do projeto:
Drilled piles
Localização:
Brasilia, Brazil
Período de construção:
2003–2005
Engenheiro/desenhador:
Renato P. Cunha, MSc, PhD
Software:
GEO 5 - Projeto de Contenções
GEO 5 - Verificação de Contenções
Drilled-pile wall Drilled-pile wall 2 Sheeting of excavation pit – anchor introduction

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

Nome do projeto:
Tunnel at the Intersection of King Abdulaziz Road with Abu Baker Road
Localização:
Saudi Arabia
Período de construção:
2017-2018
Engenheiro/desenhador:
Civil Engr. Al-Hussain Hassan
Descrição do projeto:
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 - Verificação de Contenções
Construction pit with anchored sheeting| Construction pit with anchored sheeting| GEO5 Sheeting Check - Internal stability verification

Bridge “Las Ferias Av”, Venezuela

Nome do projeto:
Bridge “Las Ferias Av”
Localização:
Valencia City, Venezuela
Período de construção:
2015
Engenheiro/desenhador:
Sismica C.A. Ing. Edinson Guanchez (Msc, Esp)
Descrição do projeto:
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 - Estabilidade de Taludes
GEO 5 - Muro de Solo Reforçado
GEO 5 - Encontro de Pontes
GEO 5 - Estaca
GEO 5 - Grupo de Estacas
Arquivos:
additional-description-and-drawings.pdf
Bridge abutment Access Ramp Slope Stability verification

Deep Excavation in Prishtina, Kosovo

Nome do projeto:
Deep Excavation - Anchored Diaphragm Wall
Localização:
Prishtina, Kosovo
Período de construção:
2018
Engenheiro/desenhador:
"Geotest Engineering", Prishtinë
Dr. Ing. Qani V. Kadiri
Ing. Adrian Kadiri
Descrição do projeto:
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 - Estabilidade de Taludes
GEO 5 - Verificação de Contenções
Arquivos:
deep-excavation-in-prishtina.pdf

12-meter high Gabion Wall, Mexico

Nome do projeto:
12-meter high Gabion Wall
Localização:
Guanajuato, Gto. México
Período de construção:
2015
Engenheiro/desenhador:
Ing. Pedro J. Villarreal Pinzón
TREE CONTACTO S.A. DE C.V.
Software:
GEO 5 - Muro de Gabião
Arquivos:
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

Nome do projeto:
Athienou Sewage Treatment Plant and associated works
Localização:
Cyprus
Período de construção:
2015 - 2017
Engenheiro/desenhador:
Ioannis Pericleous, MSc, CEng, MIStructE
Descrição do projeto:
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 - Estabilidade de Taludes
GEO 5 - Recalque
-
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

Nome do projeto:
Budapest Metro Line 4
Localização:
Keleti Railway Station - Budapest, Hungary
Período de construção:
2007
Engenheiro/desenhador:
Goda Balázs, Honti Imre, Huszka Gábor Főmterv Zrt.
Software:
GEO 5 - Verificação de Contenções
Sheeting props Envelopes - Displacement, Bending moment, Shear force Sheeting props

Office buildings, Madrid, Spain

Nome do projeto:
Construction office buildings “Quinta de los Molinos”
Localização:
Madrid, España
Período de construção:
2004-2005
Engenheiro/desenhador:
Daniel Danés Grases
Software:
GEO 5 - MEF
GEO 5 - Solo Grampeado
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

Gabion revetments, Ostrowo, Poland

Nome do projeto:
Gabion revetments – Jastrzębia Góra – Ostrowo
Localização:
Jastrzębia Góra – Ostrowo, Poland
Período de construção:
2012
Engenheiro/desenhador:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Software:
GEO 5 - Muro de Gabião
Arquivos:
geo5-report-ostrowo.pdf
Calculation of structure - report Slope Stability verification - report

High-rise building, Istanbul, Turkey

Nome do projeto:
High-rise building
Localização:
Istanbul, Turkey
Período de construção:
2007
Engenheiro/desenhador:
NYS Project Consultancy and Constracting Co.
Ing. Yavuz Seymen
Software:
GEO 5 - Projeto de Contenções
GEO 5 - Verificação de Contenções
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

Nome do projeto:
High-rise building Soyak
Localização:
Istanbul, Turkey
Período de construção:
2011-2012
Engenheiro/desenhador:
NYS Constructıon
Descrição do projeto:
Excavation depth: 32,5m
Piles installed: 10,700m
Anchors installed: 71,000m
Soil excavation: 205.000 m3
Software:
GEO 5 - Verificação de Contenções
Pile curtain Props detail Support definition on Sheeting Check program

Kanianka dam, Slovakia

Nome do projeto:
Kanianka dam
Localização:
Town of Kanianka, Slovakia
Período de construção:
2004
Engenheiro/desenhador:
Overall verification: Ing. Andrej Kasana
Software:
GEO 5 - Estabilidade de Taludes
GEO 5 - MEF
Bottom outlet Dam of the reservoir Stress analyses by finite element method

New Connection, Prague, Czech Republic

Nome do projeto:
New Connection Prague
Localização:
Prague Main Station - Masaryk’s Station – Liben - Vysocany, Czech republic
Período de construção:
2004–2010
Engenheiro/desenhador:
Ing.Miroslav Sedivy
Software:
GEO 5 - MEF
Sheeting wall consisting of drilled piles with anchored soldier beam Retaining wall Stress analysis using the Finite Element Method

Pedestrian tunnel, Gdansk, Poland

Nome do projeto:
Pedestrian tunnel – Gdansk
Localização:
Gdańsk, Poland
Período de construção:
2013
Engenheiro/desenhador:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Software:
GEO 5 - MEF – Túnel
Underpass - tunnel for pedestrians and cyclists Tunnel for pedestrians - FEM report Tunnel for pedestrians - FEM report 2

Q22 Excavation Pit, Warsaw, Poland

Nome do projeto:
Q22 Excavation Pit, Warsaw, Poland
Localização:
Warsaw, Poland
Período de construção:
2013 - 2016
Engenheiro/desenhador:
Buro Happold Polska Sp. z o.o.
Maciej Sobotkowski, MSc. Eng.
Zbigniew Czajewski, MSc. Eng.
Descrição do projeto:
155 meters high office building with 5 underground levels. The depth of the excavation pit is more than 20 meters.
Software:
GEO 5 - Verificação de Contenções
Global view on construction site Cross-lot supported excavation Introduction of struts in

Retaining walls RediRock, Newport, USA

Nome do projeto:
Sanville memorial public works facility
Localização:
Newport, USA
Período de construção:
2008
Engenheiro/desenhador:
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

Nome do projeto:
Shopping Center
Localização:
Antalya, Turkey
Período de construção:
2009-2010
Engenheiro/desenhador:
NYS Constructıon
Descrição do projeto:
Excavation depth: 24m
Bored Piles installed: 18,000m
Anchors installed: 108,000m
Software:
GEO 5 - Verificação de Contenções
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

Nome do projeto:
Temporary containment of terrain
Localização:
Valle Colino, Tenerife Norte, Spain
Período de construção:
2006
Engenheiro/desenhador:
Francisco Javier Cruz García
Software:
GEO 5 - Solo Grampeado
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

Nome do projeto:
Tesare dam
Localização:
Town of Tesare, Slovakia
Período de construção:
2004
Engenheiro/desenhador:
Overall verification: Ing. Andrej Kasana
Software:
GEO 5 - Estabilidade de Taludes
GEO 5 - MEF
Sluice gate Dam of the reservoir Verification of slope stability

Tunnel ventilation access, Lérida, Spain

Nome do projeto:
Tunnel ventilation in AVE and Lérida access
Localização:
Avenue Once de Septiembre, Lérida, España
Período de construção:
2008
Engenheiro/desenhador:
Ignacio Zuloaga
Software:
GEO 5 - MEF
Excavation of the tunnel Geotechnical analysis Analysis of settlement

VMO Dobrovského, Prague, Czech Republic

Nome do projeto:
VMO Dobrovského Brno
Localização:
Road I/42 Brno, Czech republic
Período de construção:
2002–2005
Engenheiro/desenhador:
Ing. Jaroslav Lacina
Software:
GEO 5 - MEF
Tunnel portal Visualisation of final structure Vertical stress based on tunnel analysis

Waterworks Hosterwitz, Dresden, Germany

Nome do projeto:
Waterworks Hosterwitz
Localização:
Dresden - Hosterwitz, Germany
Período de construção:
2012
Engenheiro/desenhador:
G.E.O.S. Ingenieurgesellschaft mbH
Dipl. – Ing. Juraj Ortuta, Dipl. – Ing. Andreas Köhler
Descrição do projeto:
Safety assessment of complex of buildings for planned increase of flood control waterworks Hosterwitz.
Software:
GEO 5 - MEF
Waterworks Hosterwitz Geotechnical model Analyses of subsoil deformation under foundations of construction

Newry, Ireland - Dominican Chapel, Ireland

Nome do projeto:
Newry, Ireland - Dominican Chapel
Localização:
Newry, Northern Ireland
Período de construção:
2017
Engenheiro/desenhador:
Geoman Ltd.
Liam K.D.
Descrição do projeto:
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 - Estabilidade de Taludes
GEO 5 - Muro de Solo Reforçado
Arquivos:
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

Nome do projeto:
El Cerrillo Park Comenar Viejo
Localização:
Madrid, Spain
Período de construção:
2019
Engenheiro/desenhador:
Wall Designer: Geoman Ltd.
Redi-Rock Supplier: Memorial Parks
Descrição do projeto:
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 - Estabilidade de Taludes
GEO 5 - Muro Pré-Fabricado
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

Nome do projeto:
Brantham, Suffolk - Two reinforced walls
Localização:
Brantham, Suffolk, UK
Período de construção:
2021
Engenheiro/desenhador:
Kenneth Knox, Stabilisure Ltd.
Descrição do projeto:
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 - Estabilidade de Taludes
GEO 5 - Muro de Solo Reforçado
Arquivos:
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

Nome do projeto:
Allenton, Derby - Ecocrib retaining wall
Localização:
Allenton, Derby, UK
Período de construção:
2020
Engenheiro/desenhador:
William Morrow (Geoman Ltd.)
Installer/ material supplier: PC Construction
Descrição do projeto:
Ecocrib retaining wall - 100% recycled mixed polymer retaining crib wall system.
Maximum retained height: 4.1m
Total length: 50m
Software:
GEO 5 - Estabilidade de Taludes
GEO 5 - Muro Pré-Fabricado
Arquivos:
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

Nome do projeto:
Lawley Village Phase 10, Telford
Localização:
Lawley Village, Telford
Período de construção:
2021
Engenheiro/desenhador:
Kenneth Knox
Geoman Ltd.
Descrição do projeto:
Height of reinforced slope: up to 6m
Total length of the slope: 300m
Slope stabilization technology: soil bag facing
Software:
GEO 5 - Estabilidade de Taludes
GEO 5 - Muro de Solo Reforçado
Arquivos:
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

Nome do projeto:
Building of World Trade Center Asuncion
Localização:
Asunción - Paraguay
Período de construção:
2012
Engenheiro/desenhador:
Ing. Augusto J. Leoni
Descrição do projeto:
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 - Estabilidade de Taludes
GEO 5 - Verificação de Contenções
Construction pit with pile wall

Expansion of shopping center Shopping del Sol

Nome do projeto:
Expansion of shopping center Shopping del Sol
Localização:
Asunción - Paraguay
Período de construção:
2014
Engenheiro/desenhador:
Ing. Augusto J. Leoni
Descrição do projeto:
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 - Estabilidade de Taludes
GEO 5 - Verificação de Contenções
Construction pit with pile wall

Apartment house Eminent

Nome do projeto:
Apartment house Eminent - Asunción
Localização:
Asunción - Paraguay
Período de construção:
2015
Engenheiro/desenhador:
Ing. Augusto J. Leoni
Descrição do projeto:
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 - Estabilidade de Taludes
GEO 5 - Verificação de Contenções
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

Nome do projeto:
Paseo del Bajo parking in front of the Casa Rosada
Localização:
Argentina - Buenos Aires
Período de construção:
2019
Descrição do projeto:
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 - MEF
GEO 5 - Verificação de Contenções
Excavation - construction pit Anchored wall near to the historic sewer - GEO5 program FEM

Design of a Rock Slope

Nome do projeto:
Design of a Rock Slope
Localização:
Guizhou Province, China
Período de construção:
2016 - 2017
Engenheiro/desenhador:
Guizhou Metallurgical Design and Research Institute
Descrição do projeto:
Rock slope stabilization using anchored reinforced concrete beams with two rows anti-slide piles at the lower edge of the slope.
Software:
GEO 5 - Estabilidade de Taludes
GEO 5 - MEF
GEO 5 - Estaca Anti-deslizante
Arquivos:
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

Nome do projeto:
Slope stabilization using three rows of Anti-slide piles
Localização:
Jiangsu Province, China
Período de construção:
2016
Engenheiro/desenhador:
Geological Engineering Investigation of Jiangsu Province
Descrição do projeto:
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 - Estabilidade de Taludes
GEO 5 - Estaca Anti-deslizante
Arquivos:
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

Nome do projeto:
Shanghe Hanghu East Station - Retaining Wall
Localização:
Zhejiang Province, China
Período de construção:
2014 - 2016
Engenheiro/desenhador:
China Railway Siyuan Survey and Design Group Co., Ltd.
Descrição do projeto:
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 - Muro de Solo Reforçado
GEO 5 - Muro de Flexão
GEO 5 - Estaca
Arquivos:
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

Nome do projeto:
Niuzhaishan Tunnel
Localização:
Fujian Province, China
Período de construção:
2012 - 2014
Engenheiro/desenhador:
Geological Engineering Investigation of Fujian Province
Descrição do projeto:
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 - MEF
GEO 5 - MEF – Túnel
GEO 5 - Estratigrafia
Arquivos:
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

Nome do projeto:
Construction of Expressway S7, Koszwały-Nowy Dwór Gdański
Localização:
Poland
Período de construção:
2018
Engenheiro/desenhador:
INGEO Sp. z o.o.
Dr. Ing. Marcin Blockus
Descrição do projeto:
Stabilization of the expressway subsoil using a group of piles.
Pile diameter: 0,40m
Number of drilled displament piles: 186000
Software:
GEO 5 - MEF
Arquivos:
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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