GEOSYNTHETIC MATERIALS What Are They? How Are They Used?
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GEOSYNTHETICS Our Solutions for the Infrastructure in Mining
GEOSYNTHETICS Our solutions for the infrastructure in mining Protective Fabrics Geosynthetics Outdoor Fabrics Grass Advanced Composites Advanced Armour OUR ECONOMIC SOLUTIONS FOR THE MINING INDUSTRY TenCate Bidim® S TenCate Polyfelt® TS TenCate Rock® PEC TenCate Miragrid GX TenCate Geosynthetics offers efficient and economical solutions which cover different applications: PORT EXPANSION ROADS & RAILROAD TRACKS DUMPWALL 2 OUR ECONOMIC SOLUTIONS FOR THE MINING INDUSTRY TenCate Geolon® PET TenCate Geolon® PP TenCate Bidim® AR TenCate GeoDetect® S-BR WORKING PLATFORMS TAILING PONDS 3 HAUL ROADS AND WORKING PLATFORMS Your quick and safe access to the mine Access roads, railway tracks and platforms are crucial for the Separation mining activities as all heavy plant and machinery are required Geosynthetics prevent upper granular layers to access the mine. penetrating soft subgrades beneath, so Geosynthetics from TenCate have been used over 40 years to reducing the amount of granular material stabilise temporary and permanent road constructions, required to stabilize a structure. showing significant benefits: • Cost saving and lower environmental impact by the Our solutions: reduction of granular layer thickness to stabilize the TenCate Bidim® S and TenCate Polyfelt® TS platform • No mixing between the granular materials of the road Filtration construction and the subgrade leading to an improved When used as filters, geotextiles permit the bearing capacity and performance free flow of water from a soil mass, while • Stronger platforms over time due to the reinforcement. inhibiting fine particle movement from the soil, thus stabilising the overall structure. TenCate Geosynthetics offer a complete range of products and solutions to fulfil the different functions involved in the Our solutions: construction of trafficked areas. -
REDUCED DIG' INSTALLATION GUIDANCE Gravel & Grassed Surfaces
® BODPAVE 85 PAVING GRIDS Data Sheet No : SDI / B85PRD09 Issue 2 'REDUCED DIG' INSTALLATION GUIDANCE Gravel & Grassed Surfaces The ‘Reduced Dig’ method of installation for BodPave ®85 is suitable for pedestrian and light vehicle applications where firm ground conditions already exist. It is particularly advantageous where there are budgetary limitations, restrictions on excavation due to SSSI conservation and archeological issues or Tree Preservation Orders (TPO). BENEFITS OF REDUCED DIG APPLICATIONS Minimal site preparation or variation to existing levels Light vehicle parking and access routes Reduced installation time and costs Pedestrian access & Cycle routes Reduced import of materials and disposal of debris Tree root protection Rapid establishment and usage of site after installation Golf buggy paths and Tow paths Compliant with current guidance for Sustainable Caravan and Leisure site access routes Urban Drainage Systems (SUDS) Wheelchair and disabled access (DDA compliant) Suitable for grass or gravel surfaces Light aircraft parking and taxiways SITE SUITABILITY BodPave ®85 Where existing ground with Grass or Gravel conditions are firm Sand : Soil (ie: CBR > 7%) Rootzone or BGT100 Gravel Bedding and free draining upper Geotextile filter or where a suitable fabric option hardcore/stone base already exists. DoT (GSB) ‘Type 1’ or reduced fines Where trafficking is ‘Type 3’ Sub-base irregular or occasional Where loads will not Tensar TriAx ™ exceed that of cars TX160 geogrid BGT100 and light vans option Lower Geotextile layer option -
Mechanically Stabilized Embankments
Part 8 MECHANICALLY STABILIZED EMBANKMENTS First Reinforced Earth wall in USA -1969 Mechanically Stabilized Embankments (MSEs) utilize tensile reinforcement in many different forms: from galvanized metal strips or ribbons, to HDPE geotextile mats, like that shown above. This reinforcement increases the shear strength and bearing capacity of the backfill. Reinforced Earth wall on US 50 Geotextiles can be layered in compacted fill embankments to engender additional shear strength. Face wrapping allows slopes steeper than 1:1 to be constructed with relative ease A variety of facing elements may be used with MSEs. The above photo illustrates the use of hay bales while that at left uses galvanized welded wire mesh HDPE geotextiles can be used as wrapping elements, as shown at left above, or attached to conventional gravity retention elements, such as rock-filled gabion baskets, sketched at right. Welded wire mesh walls are constructed using the same design methodology for MSE structures, but use galvanized wire mesh as the geotextile 45 degree embankment slope along San Pedro Boulevard in San Rafael, CA Geotextile soil reinforcement allows almost unlimited latitude in designing earth support systems with minimal corridor disturbance and right-of-way impact MSEs also allow roads to be constructed in steep terrain with a minimal corridor of disturbance as compared to using conventional 2:1 cut and fill slopes • Geotextile grids can be combined with low strength soils to engender additional shear strength; greatly enhancing repair options when space is tight Geotextile tensile soil reinforcement can also be applied to landslide repairs, allowing selective reinforcement of limited zones, as sketch below left • Short strips, or “false layers” of geotextiles can be incorporated between reinforcement layers of mechanically stabilized embankments (MSE) to restrict slope raveling and erosion • Section through a MSE embankment with a 1:1 (45 degree) finish face inclination. -
Technical Supplement 14D--Geosynthetics in Stream Restoration
Technical Geosynthetics in Stream Restoration Supplement 14D (210–VI–NEH, August 2007) Technical Supplement 14D Geosynthetics in Stream Restoration Part 654 National Engineering Handbook Issued August 2007 Cover photo: Inert or manmade materials can be used in restoration de- signs where immediate stability is required and can be used in concert with vegetation. Advisory Note Techniques and approaches contained in this handbook are not all-inclusive, nor universally applicable. Designing stream restorations requires appropriate training and experience, especially to identify conditions where various approaches, tools, and techniques are most applicable, as well as their limitations for design. Note also that prod- uct names are included only to show type and availability and do not constitute endorsement for their specific use. (210–VI–NEH, August 2007) Technical Geosynthetics in Stream Restoration Supplement 14D Contents Purpose TS14D–1 Introduction TS14D–1 Materials TS14D–1 Geotextile ....................................................................................................... TS14D–1 Geogrid ........................................................................................................... TS14D–1 Geonet ............................................................................................................ TS14D–2 Geocell ........................................................................................................... TS14D–2 Rolled erosion control products ................................................................ -
Promoting Geosynthetics Use on Federal Lands Highway Projects
Promoting Geosynthetics Use on Federal Lands Highway Projects Publication No. FHWA-CFL/TD-06-009 December 2006 Central Federal Lands Highway Division 12300 West Dakota Avenue Lakewood, CO 80228 FOREWORD The Federal Lands Highway (FLH) of the Federal Highway Administration (FHWA) promotes development and deployment of applied research and technology applicable to solving transportation related issues on Federal Lands. The FLH provides technology delivery, innovative solutions, recommended best practices, and related information and knowledge sharing to Federal agencies, Tribal governments, and other offices within the FHWA. The objective of this study was to provide guidance and recommendations on the potential of systematically including geosynthetics in highway construction projects by the FLH and their client agencies. The study included a literature search of existing· design guidelines and published work on a range of applications that use geosynthetics. These included mechanically stabilized earth walls, reinforced soil slopes, base reinforcement, pavements, and various road applications. A survey of personnel from the FLH and its client agencies was performed to determine the current level of geosynthetic use in their practice. Based on the literature review and survey results, recommendations for possible wider use of geosynthetics in the FLH projects are made and prioritized. These include updates to current geosynthetic specifications, the offering of training programs, development of analysis tools that focus on applications of interest to the FLH, and further studies to promote the improvement of nascent or existin esign methods. Notice This document is disseminated under the sponsorship of the U.S. Department of Transportation (DOT) in the interest of information exchange. The U.S. -
Use of GEOGRID for Strengthening and Reducing the Roadway Structural Sections
NDOT Research Report Report No. 327-12-803 Use of GEOGRID for Strengthening and Reducing the Roadway Structural Sections January 2016 Nevada Department of Transportation 1263 South Stewart Street Carson City, NV 89712 Disclaimer This work was sponsored by the Nevada Department of Transportation. The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the State of Nevada at the time of publication. This report does not constitute a standard, specification, or regulation. USE OF GEOGRID FOR STRENGTHENING AND REDUCING THE ROADWAY STRUCTURAL SECTIONS Final Report Submitted to Nevada Department of Transportation Nader Ghafoori, Ph.D., P.E. Professor of Civil Engineering AND MohammadReza Sharbaf Graduate Research Assistant Department of Civil and Environmental Engineering and Construction University of Nevada Las Vegas 4505 Maryland Parkway Box 454015 Las Vegas, NV 89154-4015 Tel: (702) 895-2531 Fax: (702)895-3936 Email: [email protected] January 2016 ABSTRACT An experimental laboratory program to assess the effectiveness of biaxial and triaxial geogrid-reinforced flexible pavements to reduce roadway section was carried out. Six laboratory tests were conducted using a steel cylindrical mold with dimensions of 1.8 m (6 ft) in diameter and 2.1 m (7 ft) in height. The studied reinforced and unreinforced (without geogrid) sections consisted of a locally-obtained subgrade with a minimum thickness of 1.5 m (5 ft) and an asphaltic surface course of 7.6 cm (3 in). -
Stiffness and Strength Improvement of Geosynthetic-Reinforced Pavement
infrastructures Article Stiffness and Strength Improvement of Geosynthetic-Reinforced Pavement Foundation Using Large-Scale Wheel Test Jason Wright 1, S. Sonny Kim 2,* and Bumjoo Kim 3 1 Aviation Engineer II, Pond and Company, Peachtree Corners, GA 30092, USA; [email protected] 2 Civil Engineering, College of Engineering, University of Georgia, Athens, GA 30602, USA 3 Department of Civil and Environment Engineering, Dongguk University, Seoul 04620, Korea; [email protected] * Correspondence: [email protected] Received: 2 March 2020; Accepted: 1 April 2020; Published: 3 April 2020 Abstract: Laboratory cyclic plate load tests are commonly used in the assessment of geosynthetic performance in pavement applications due to the repeatability of testing results and the smaller required testing areas than traditional Accelerated Pavement Testing facilities. While the objective of traditional plate load testing procedure is to closely replicate traffic conditions, the reality is that rolling wheel loads produce different stresses in pavement layers than traditional cyclic plate load tests. This two-fold study investigates the differences between the stress response of subgrade soil from a rolling wheel load (replicating rolling traffic conditions) and a unidirectional dynamic load (replicating traditional plate load test procedures) in order to obtain a more realistic stress response of pavement layers from rolling wheel traffic. Ultimately, results show that the testing specimens that experienced rolling wheel loading had an average of 17% higher pressure measurements in the top of the subgrade than vertically loaded (unidirectional dynamic load) specimens. The second segment of this study is used in conjunction with the first to analyze aggregate base material behavior when using a geosynthetic for reinforcement. -
Performance of Nonwoven Geotextiles on Soil Drainage and Filtration Nour-Eddine Sabiri, Adeline Caylet, Agnès Montillet, Laurence Le Coq, Yves Durkheim
Performance of nonwoven geotextiles on soil drainage and filtration Nour-Eddine Sabiri, Adeline Caylet, Agnès Montillet, Laurence Le Coq, Yves Durkheim To cite this version: Nour-Eddine Sabiri, Adeline Caylet, Agnès Montillet, Laurence Le Coq, Yves Durkheim. Performance of nonwoven geotextiles on soil drainage and filtration. European Journal of Environmental and Civil Engineering, Taylor & Francis, 2017, 10.1080/19648189.2017.1415982. hal-01741182 HAL Id: hal-01741182 https://hal.archives-ouvertes.fr/hal-01741182 Submitted on 21 Aug 2019 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Performance of nonwoven geotextiles on soil drainage and filtration Nour-Eddine Sabiria, Adeline Cayleta,b, Agnès Montilleta, Laurence Le Coqa and Yves Durkheimc auniversité de nantes, gEpEa, umr-CnrS 6144, nantes, france; buniversité de Bretagne Sud, frE CnrS 3744, irdl, pontivy, france; cafitEX, Champhol, france ABSTRACT The selection of a geotextile to prevent the soil suffusion in a civil engineering ARTICLE HISTORY work is a classical problem. The internal erosion is a key factor as the migration received 8 march 2017 of fine particles damages the integrity of the soil structure. This work deals accepted 6 december 2017 with the problem of using a draining system consisting of a layer of soil and a KEYWORDS geotextile sheet in order to prevent soil suffusion. -
Downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Localized mobilization of geotextile reinforcement force at failure surface Mobilisation localisee de la force de renforcement du geotextile en surface de rupture P.V. Long, D.T. Bergado & A. S. Balasubramaniam - School o i C ivil Engineering, Asian Institute of Technology (AIT), Bangkok, Thailand P. Delmas - Bidim, France ABSTRACT: The orientation and magnitude of geotextile reinforcement force associated with slip failure are the key parameters affecting on the stability analyses of reinforced embankments. Presently, these parameters have been selected arbitrarily and even independently. The large direct shear tests with inclined geotextile reinforcements as well as the finite element modelling for reinforced- soil mass that simulate the actual conditions of slip failure in the field have been conducted for investigating the relationship between the inclination factor, the reinforcement stiffness, and the localized mobilization of reinforcement strain during shear. The orientation and magnitude of reinforcement force can then be estimated from this relation. 1 INTRODUCTION inside dimensions of 930 mm in length by 580 mm in width and Limit equilibrium analyses with circular slip surfaces have 560 mm in height. The compaction was done with 150 mm lift been commonly used in conventional design of geotextile at moisture content of 13 % and dry density of 17 kN/m3 reinforced embankments on soft ground. -
Green Terramesh Rock Fall Protection Bund
Double Twist Mesh Project: 112 Bridle Path Road Date: May 2016 Client: Private Residence, Heathcote Valley Designer: Engeo Consulting Ltd Contractor: Higgins Contractors Location: Christchurch Green Terramesh Rock Fall Protection Bund The 22 February 2010 Christchurch earthquake triggered numerous rock falls causing damage to homes built close to cliffs. Many of those that survived were red zoned by the Government due of the risk of further rock fall or cliff collapse. The area around Heathcote Valley and in particular Bridle Path road was identified as an area of high risk requiring some form of rock fall protection structure to be constructed in order to protect dwellings from rock fall in the event of any further earthquakes. Geofabrics offers a range of solutions that includes certified catch fences and Green Terramesh rockfall embankments. A rockfall embankment was the preferred solution for this site which has the potential to experience multiple rock fall events. The use of Green Site Preparation Terramesh allows the embankment slopes to be steepened and the footprint reduced to form a stable and robust bund having high energy absorption characteristics. The structure is typically filled with compacted granular material or engineered soil fill with horizontal soil reinforcement (geogrid or DT mesh) inclusions. The front face can either be vegetated or finished with a rock veneer. Rockfall embankments have undergone extensive full scale testing in Europe. Actual rock impacts in excess of 5000kJ into Green Terramesh rockfall embankments located in Northern Italy have been back-analysed and the design methodology verified using numerical modelling (FEM) techniques. This research has resulted in the development of design charts to provide designers with a Bund Design simplified design method based on rock penetration depth. -
Geosynthetic Reinforced Steep Slopes: Current Technology in the United States
applied sciences Review Geosynthetic Reinforced Steep Slopes: Current Technology in the United States Yoo-Jae Kim 1,*, Ashley Russell Kotwal 1, Bum-Yean Cho 2, James Wilde 1 and Byung Hee You 1 1 Department of Engineering Technology, Materials Science, Engineering, and Commercialization Program, Texas State University, 601 University Drive, San Marcos, TX 78666, USA; [email protected] (A.R.K.); [email protected] (J.W.); [email protected] (B.H.Y.) 2 Department of Fire Safety Research, Korea Institute of Civil Engineering and Building Technology, 64 Ma-doro 182beon-gil, Mado-myeon, Hwaseong-si, Gyeonggi-do 18544, Korea; [email protected] * Correspondence: [email protected]; Tel.: +1-512-245-6309 Received: 5 April 2019; Accepted: 13 May 2019; Published: 16 May 2019 Abstract: Geosynthetics is a crucial mechanism in which the earth structures can be mechanically stabilized through strength enforcing tensile reinforcement. Moreover, geosynthetic reinforcement stabilizes steep slopes through incorporating the polymeric materials, becoming one of the most cost-effective methods in not only accommodating budgetary restrictions but also alleviating space constraints. In order to explicate on the applicability and widen the understanding of geosynthetic reinforcement technology, a synthesis study was conducted on geosynthetic reinforced steep slope. This study is very important because in not only highlighting the advantages and limitations of using geosynthetic reinforcement but also in investigating the current construction and design methods with a view to determining which best practices can be employed. Furthermore, this study also identified and assessed the optimal condition of the soil, performance measures, construction specifications, design criteria, and geometry of the slope. -
Mechanically Stabilized Earth (MSE)
Mechanically Stabilized Earth Mechanically Stabilized Earth (MSE) • Mechanically stabilized earth walls and slopes are constructed with “reinforced soil” and consist of horizontal soil reinforcing elements including such things as steel strips, steel or polymeric grids, and geotextile sheets and a facing to prevent erosion. Mechanically Stabilized Earth (MSE) • Placement of horizontal reinforcing elements of this type significantly strengthens the soil and allows construction of very steep slopes. Even vertical walls can be constructed without support from a massive structural system at the face. CONCEPT OF REINFORCED SOIL without soil reinforcement with soil reinforcement TYPES OF SOIL REINFORCEMENTS Steel strip Geostrip Various types Geogrids (extruded, bonded, woven etc) Woven geotextiles Major applications of Soil Reinforcement as per design codes – Retaining Walls & Bridge Abutments – Retaining Slopes – Soil Nailing – Embankments • On soft soil (like Sabkha in gulf countries) • Over piles • Over areas prone to subsidence TYPICAL CROSS-SECTION OF A HIGHWAY RETAINING WALL Crashbarrier FrictionSlab Pavement Drainage Pipe Facing Panel Structural Fill Backfill Soil Reinforcement Embedment Depth Transverse Drainage Pipe Levelling Pad Geotextile Foundation Soil Mechanically Stabilized Slope Abutment Center for Potential Surcharge Geosynthetic Rotational Failure Plane Reinforcement Failure xH Plane 1V Reinforced Zone 4’vertical spacing Movement and Tension Develop Along Plane of Failure Miragrid Geogrid • Laguna Beach Area, CA How Steep Can a MSE Slope Go? • > 70 deg. is a retaining wall Design of Soil Reinforced Retaining Wall Stability Checks : 1. External Stability is addressed to check against over-turning, sliding and foundation failure 2. Internal Stability is addressed to determine soil reinforcement spacing, strength & length External Stability checks PET / HS Woven Polyester •Low creep behavior for long term structural stability and more economical design.