APPLICATION BULLETIN. TENSAR GRADE SEPARATION SOLUTIONS FOR HEAVY RAIL AND MASS TRANSIT l

Similar documents
TION GUIDE ALLA T INS

INS T A LLA T I O N G U I D E

MECHANICALLY STABILIZED EARTH (MSE) WALL SYSTEMS

Description. This work shall consist of furnishing materials and placement of modular block wall constructed in accordance with

TENAX t-block retaining wall system for geogrid reinforced block walls

VERTI-BLOCK - DESIGN MANUAL

TensarTech TW1 Wall System Earth Retaining Structures

Wall Modular Block Mechanically Stabilized Earth, Item S.

GEOWEB Soil Stabilization System

Geoguide 6 The New Guide to Reinforced Fill Structure and Slope Design in Hong Kong

Ground Stabilisation. Reinforcing unbound layers in roads and trafficked areas

SEGMENTAL BLOCK RETAINING WALLS. Comply with Division 1 - General Provisions and Covenants, as well as the following:

Bureau of Materials Materials Approval Procedures

ENGINEERING DIRECTIVE

SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7)

SIERRASCAPE SYSTEM DESIGN GUIDE

Chapter 18 EARTH RETAINING STRUCTURES

HEAVY-DUTY HAUL ROAD APPLICATION BULLETIN

Grade separated interchange at the intersection of U.S. Hwy 17 Bypass and Farrow Parkway

Solving Slope Protection Problems Geoweb Cellular Confinement System

CONCRETE SEGMENTAL RETAINING WALLS

DESIGNING AND CONSTRUCTION OF T-WALL RETAINING WALL SYSTEM

TensarTech TW3 Wall System Earth Retaining Structures

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 863 REINFORCED SOIL SLOPES. October 19, 2012

RETAINING WALLS CHAPTER 13. Omitted parts: Section

Application of Mechanically Stabilized Earth Wall with Geo-synthetic Strap Soil Reinforcement for False Abutment Structures

Right look. Right strength. Right size.

TENSAR geosynthetics in civil engineering. a guide to products, systems and services

REINFORCED EARTH. Risk Mitigation

SECTION STORM DRAINAGE AND STORMWATER MANAGEMENT

GEOWEB. slope and shoreline protection. environments. creating sustainable APPLICATION OVERVIEW

Performance of Mechanically Stabilized Earth walls over compressible soils

MSE. Mechanically Stabilized Earth Systems. Permanent and Temporary MSE Walls Reinforced Soil Slopes Embankments

Overview. O-Pile Attributes

URBAN MOBILITY. Metros, Light Rail & Bus Rapid Transit systems

Right look. Right strength. Right size.

Right look. Right strength. Right size.

Special Provision No. 405F03 March 2005

Tensar Technology for use in the Oil and Gas Industry

Contracting for Mechanically Stabilized Backfill Walls

Celtik Pro TM Wall Spec

GEOWEB load support OVERVIEW

T-WALL & STONE STRONG

Tensartech. Geocell Mattress System. Tensartech system for constructing foundations with controlled settlement

Ground improvement support using Confined aggregate piers in soft soil. Brian Metcalfe, P.E. Director of Engineering Geopier Foundation Company

NORFOLK SOUTHERN CORPORATION UNDERPASS GRADE SEPARATION DESIGN CRITERIA

SECTION EXCAVATION AND EMBANKMENT. B. Subbase Grading A samples for gradation analysis.

G. Shop drawing of wall with all dimensions, details, and finishes. Drawings must include post foundations.

LANDSCAPE RETAINING WALLS

MOA Project # Golden View Drive Intersection & Safety Upgrades

SITE SERVICES GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 6 WATER RECLAMATION PROJECT JUNE 2013

Electrical Work. NOV Embankments Over Swamps and Compressible Soils

Design Manual: Gravity Wall. Section 1

GEOSYTHETIC SLOPE SPEC-V0704rev.doc STANDARD SPECIAL PROVISION FOR GEOSYNTHETIC REINFORCED SLOPE CONSTRUCTION

SUBGRADE STABILISATION. mechanically stabilised layers for roads and trafficked areas

Construction Specification for Utility Adjustments

Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin

Precast Concrete Engineering

MassBloc Permeable Instant Wall System

02632 Segmental Concrete Retaining Wall System Page - 1

RETAINING WALL SYSTEM. ViaWall. ViaWall A. ViaWall B. ViaBlock

STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 840 MECHANICALLY STABILIZED EARTH WALL. January 19, 2007

ICC-ES Evaluation Report Issued July 1, 2011 This report is subject to renewal in one year.

Design and Installation Guidelines for Retaining Walls. 1 P age. Geo Products, LLC 8615 Golden Spike Lane Houston, TX Phone:

Special Provision No. 599S22 March 2001

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 840 MECHANICALLY STABILIZED EARTH WALL. July 18, 2014

FINAL REPORT: CONNECTION STRENGTH TESTING TENSAR GEOGRIDS WITHIN MESA STANDARD BLOCKS AND MESA STANDARD CONNECTORS

Expertise. Excellence. Execution. DOW RAIL SYSTEMS

or (800)

Concrete DESIGNS QUARTER 1: 2005 ASLA CPE

Section ( ) SPECIFICATION FOR SEGMENTAL CONCRETE UNIT RETAINING WALL

Region of Waterloo Stage 1 Light Rail Transit Project. Design and Construction Performance Output Specifications Article 15 Structures

DESIGN CONSIDERATIONS FOR NSWS NATURAL STONE RETAINING AND FREE-STANDING WALL SYSTEMS

Construction Inspection Checklists

DESIGN AND CONSTRUCTION OF DERRY ROAD AND CANADIAN NATIONAL RAIL GRADE SEPARATION

Stability of a Mechanically Stabilized Earth Wall

Problems and solutions. Gravity earth retaining structures

TIMELESS BEAUTY Experience Old-World Charm on a Grander Scale...

Pavement reinforcement

ANALYSIS & DESIGN OF 44 METER M.S.E. (MECHANICALLY STABILIZED EARTH) WALL BY USING PLAXIS 8.2

This paper describes the salient features of a

ARES RETAINING WALL SYSTEMS. installation guide and construction manual

Right look. Right strength. Right size.

Select Subgrade Material, Compacted

A.2.a Random Riprap... Table

SPECIFICATION FOR REINFORCED SOIL WALL

Retaining Wall Systems

Use of Polymer Geogrid Composite to support rail track over weak saturated clay subgrade a case study

MATERIAL SPECIFICATION FOR AGGREGATES - MISCELLANEOUS

Providing proper drainage system

Fabrication and Installation Table of Contents

This supplemental technical specification replaces Section 713 of the 2007 Standard Specifications for Highway Construction.

MODIFIED COMMUTER RAIL DESIGN CRITERIA TABLE OF CONTENTS SECTION 6 BRIDGES & STRUCTURES SECTION 6 BRIDGES & STRUCTURES... 3

SECTION 1100 GRADING 1102 MATERIALS AND DEFINITIONS.

MODULAR CONCRETE RETAINING WALL

CONSTRUCTION SPECIFICATION FOR EXCAVATING AND BACKFILLING - STRUCTURES

CONSTRUCTION SPECIFICATION FOR TRENCHING, BACKFILLING, AND COMPACTING

Construction Specification for Concrete Unit Pavers

Transcription:

APPLICATION BULLETIN TENSAR GRADE SEPARATION SOLUTIONS FOR HEAVY RAIL AND MASS TRANSIT l

Tensar International Corporation Offers Rail Engineers a Wide Variety of Solutions for Railway Applications > For more than three decades, Tensar International Corporation (TIC) has been providing single-source mechanically stabilized earth (MSE) systems to railway companies in both the mass transit and heavy rail markets. MSE systems by TIC are superior to many other grade separation systems because our MSE systems feature reinforcement with strong and durable Tensar Uniaxial (UX) Geogrids. Made of high-density polyethylene (HDPE), UX Geogrids have proven resistant to chemical, biological and environmental degradation, including hydrolysis. Tensar HDPE Geogrids do not degrade from long-term exposure to water, can be installed in high or low ph soils and can resist attack from most chemicals that may enter the backfill soils that support rail lines. In addition to the geogrids durability, their open aperture structure promotes excellent soil drainage with no buildup of pore water pressure from clogging. Additional assurance in the durability of Tensar Geogrids, an extensible reinforcement element, can be found in the American Railway Engineering and Maintenance-of-Way Association (AREMA) Manual for Railway Engineering. come from, one source Tensar. The specifier can be assured they are getting a complete system, not pieces and parts brought together by the low bid contractor. There is security in knowing that our systems are engineered to work together in a variety of rail applications. Our in-house engineering department has worldwide experience designing challenging railway applications in North America, Europe, Latin America and Asia. TIC has designed grade separation solutions under a variety of soil, loading and environmental conditions. The solution is simple if you are looking for a cost-effective grade separation system with a proven track record, Tensar has a system to meet your needs. Tensar Grade Separation solutions for railway applications offer a variety of opportunities to support the rail trackbeds, trestle abutments, bridges and, in the event of a derailment, the deflector walls. Note: AREMA Manual for Railway Engineering, Part 7 Mechanically Stabilized Embankments, Pg. 8-7-2, 2002. When considering grade separations for rail applications, safety and long-term performance are at the forefront. Tensar Grade Separation Systems are provided by, and

Benefits of Using Railway Site Solutions by Tensar International Corporation > Safety is always a concern when constructing a new railway or making repairs to an existing one. Our rigorously tested and patented earth retaining systems for railway applications take into consideration a variety of safety factors, including: Corrosion and Electrochemical Requirements Tensar UX Geogrids are made of high-density polyethylene (HDPE) that resists chemical, biological and environmental degradation. In fact, this same polymer is used to protect other traditional steel reinforced systems. Drainage and Hydrostatic Pressure The open aperture structure of Tensar UX Geogrid promotes excellent soil drainage. Railway Loads Tensar MSE solutions can be designed for rail applications accommodating a Cooper E-80 or greater railway loading distribution. Stray Currents Tensar Grade Separation solutions are reinforced with a polymer material, which is not affected by stray currents from an electrified rapid-transit system. Vibrations Tensar UX Geogrid s open aperture structure and high junction strength provide high resistance to pullout while allowing for strong mechanical connection to the facing materials. This assures no loss in structural integrity due to vibrations, which is possible for systems that depend on friction. Seismic Considerations As with vibrations associated with heavy rail surcharges, pullout resistance and mechanical face connections are increased to accommodate seismic events. Tensar Grade Separation solutions for railway support structures have a record for withstanding seismic events. There are many reasons to choose Tensar Grade Separation solutions for railway applications for challenging grade changes. Our fully integrated structures are engineered for site and design versatility, long-term durability, increased structural reliability and simplified construction. With a network of licensed manufacturers throughout the world, rail applications utilizing Tensar Geogrid can be found in almost every major city and country. Tensar Systems Components for Railway Reinforced Systems COMPONENTS Tensar Uniaxial (UX) and Biaxial (BX) Geogrids Site-Specific Facing System Mechanical Connection FUNCTION Primary reinforcement that internally stabilizes the structure and fill materials. Secondary reinforcement, in the form of biaxial (BX) geogrids can be used to provide surficial stability on slope and welded wire basket forms. Provides aesthetic facing in a variety of options including half and full-sized cast-in-place panels, standard concrete block wall, ashlar retaining wall, vegetated, architectural and stone. Each system has a proven, mechanical connection to offer superior and cost-effective solutions for your mechanically stabilized embankment. Connectors are highly tested and made from highdensity polymers to ensure a secure connection at the face of the chosen system. Engineering Services Engineering services, design drawings and initial site assistance available upon written contract.

Proven Systems, Endless Facings > Mesa Retaining Wall Systems > The Mesa Systems combine geogrid-reinforcement with high compression blocks and a patented mechanical connector to create a unified system. The performance of every component is integrated to reduce cost and increase structural reliability. ARES Retaining Wall Systems > A concrete panel wall system, ARES Systems are a cost-effective alternative to metallic reinforced walls. Used on their own or in conjunction with other Tensar Systems, the ARES Systems can offer dependable wall solutions with long-term durability. Sierra Slope Retention System > The Sierra System, a reinforced soil slope (RSS) solution, provides a structural, naturally appealing alternative to precast MSE and cast-in-place retaining walls. The vegetative solution can also be combined with other Tensar Systems, such as this Massachusetts Bay Transit Authority (MBTA) project. SierraScape Retaining Wall System > The SierraScape System provides a welded wire basket system that mechanically connects the polymer geogrid to a galvanized steel and a stone aggregate veneer, giving you a durable and cost-effective retaining wall. For additional information on grade separation solutions for rail applications or reinforced rail foundations, ballast and sub-ballast layers, call 800-TENSAR-1, visit www.tensar-international.com or e-mail info@tensarcorp.com.

Sierra Slope Retention System: Installation in Service Since 1982 > CANADIAN PACIFIC RAILWAY WATERDOWN, ONTARIO (CANADA) Tensar Geogrid reinforcement is well suited to the repair of railway embankment landslips. The speed of installation often minimizes service disruption and repair expenses resulting from track closures. Application: A grade separation solution was to address cracks in an embankment shoulder adjacent to railroad tracks located along the Niagara Escarpment in Waterdown (now part of Hamilton), Ontario. The Challenge: Canadian Pacific Railway (CPR) is a Class 1 North American railway that provides freight transportation services over a 14,000 mile network in Canada and the U.S. In 1982, the railway needed a quick and cost-effective repair to a heavy rail embankment landslip. The embankment, located below the ballast and railway subgrade, needed to withstand the sizeable surcharge of a locomotive. Site Conditions: In 1958, high groundwater pressure had caused a slope failure. At that time, ballast fill was placed over the glacial till to reinstate the track; however, problems of track disturbance continued, and surface run-off periodically activated movement along the old shear surface. Following an exceptional thaw in December 1982, rail traffic was completely suspended when cracks were discovered within the embankment shoulder. The Solution: Site topography, repair costs and the need for a speedy repair advanced the use of a reinforced soil structure. A Sierra Slope System reinforced with Tensar Uniaxial (UX) Geogrid was specified to repair the embankment cracks. The till placed 24 years earlier was excavated down to the bedrock, with benched steps cut into the undisturbed soil. Granular fill was installed to promote slope drainage and help avoid surface frost heave as it lowered the water table. Also, the reinforced granular fill helped CPR achieve a higher factor of safety. The geogrid s open structure enabled soil particles to interlock through the apertures, mobilizing the high strength of the grid and achieving efficient anchorage. To ensure local surface stability, each layer of geogrid was wrapped up the slope face, turned back and secured into the fill. Finally, the slope face was topsoiled and hydroseeded. The repair was successfully completed in 12 days. Follow-up: A visual site inspection conducted in 2008 by representatives of Canadian Pacific Railway and Tensar International revealed no evidence of subsequent failure. Conversations with long-term CPR track maintenance employees indicated no prior events as well. FEATUREPROJECT

Tensar International Corporation 5883 Glenridge Drive, Suite 200 Atlanta, Georgia 30328 800-TENSAR-1 www.tensar-international.com Distributed by: 2008, Tensar International Corporation. Certain products and/or applications described or illustrated herein are protected under one or more U.S. patents. Other U.S. patents are pending, and certain foreign patents and patent applications may also exist. Trademark rights also apply as indicated herein. Final determination of the suitability of any information or material for the use contemplated, and its manner of use, is the sole responsibility of the user. Printed in the U.S.A. UX_APP_RAIL_12.08