Long Term Corrosion of Reinforcing Strips in Mechanically Stabilized Earth Walls

Long Term Corrosion of Reinforcing Strips in Mechanically Stabilized Earth Walls

Author: Brandon Seth Berke

Publisher:

Published: 2009

Total Pages:

ISBN-13:

DOWNLOAD EBOOK

ABSTRACT: Mechanically stabilized earth (MSE) walls are a more advanced form of a retaining wall, often larger and able to hold back more backfill. This is achieved by reinforcing strips or meshes (most often galvanized steel) placed into the soil, which are held in place by friction. The strips mechanically stabilize the earth while undergoing tension. The wall is covered with concrete medallions that connect to the reinforcements. The medallions have only a secondary structural role in holding up the wall but provide cover that protects the soil from washing away. MSE walls are structures expected to have very long service lives (e.g. 100 years). Confirmation is needed that such durability can be achieved, especially to show that the progression of corrosion of the reinforcement is slow enough. Ten MSE walls around Florida were instrumented (electrical connections were made through the concrete covers to the buried elements) between 1996- 1998 and used to survey corrosion rates of galvanized strip or mesh soil reinforcements. Initial estimates of corrosion-related durability were obtained at that time, indicating a good prognosis for long term durability. The objective of the research in this thesis was to obtain additional indications of the durability of reinforcements in MSE walls in Florida so as to perform a more reliable projection of future performance. Corrosion behavior was measured at the same locations as the initial survey by electrochemical nondestructive tests and by destructive tests. The nondestructive testing consisted of half-cell potentials, polarization resistance measurements, and electrochemical impedance spectroscopy. Corrosion rates reported in this thesis are based upon polarization resistance measurements. The destructive testing consisted of soil extraction and hardware extraction. Hardware extraction enabled independent verification of estimates of electrochemical corrosion rate. Analysis of extracted soil verified that soil composition was within construction specifications. The data from the current survey were also used to further improve prediction of corrosion. The present series of evaluations confirm that the structures are performing as desired based upon the updated model projection of future corrosion.


Assessing the Long-term Performance of Mechanically Stabilized Earth Walls

Assessing the Long-term Performance of Mechanically Stabilized Earth Walls

Author: Travis M. Gerber

Publisher: Transportation Research Board

Published: 2012

Total Pages: 211

ISBN-13: 0309223741

DOWNLOAD EBOOK

"Mechanically stabilized earth (MSE) walls are an important class of infrastructure assets whose long-term performance depends on various factors. As with most all other classes of assets, MSE walls need periodic inspection and assessment of performance. To date, some agencies have established MSE wall monitoring programs, whereas others are looking for guidance, tools, and funding to establish their own monitoring programs. The objective of this synthesis project is to determine how transportation agencies monitor, assess, and predict the long-term performance of MSE walls. The information used to develop this synthesis came from a literature review together with a survey and interviews. Of the 52 U.S. and 12 Canadian targeted survey recipients, 39 and five, respectively, responded. This synthesis reveals that unlike bridges and pavements, MSE walls and retaining walls in general are often overlooked as assets. Fewer than one-quarter of state-level transportation agencies in the United States have developed some type of MSE wall inventory beyond that which may be captured as part of their bridge inventories. Fewer still have the methods and means to populate their inventories with data from ongoing inspections from which assessments of wall performance can be made. In the United States, there is no widely used, consistently applied system for managing MSE walls. Wall inventory and monitoring practices vary between agencies. This synthesis examines existing practices concerning the nature, scope, and extent of existing MSE wall inventories. It also examines the collection of MSE wall data, including the types of performance data collected, how they are maintained in wall inventories and databases, the frequency of inventory activities, and assessment practices relevant to reinforcement corrosion and degradation. Later parts of this synthesis discuss how MSE wall performance data are assessed, interpreted, and used in asset management decisions. This synthesis finds that the most well-implemented wall inventory and assessment system in the United States is the Wall Inventory Program developed by FHWA for the National Park Service. However, this system, like some others, uses 'condition narratives' in a process that can be somewhat cumbersome and subjective. Other systems use more direct numeric scales to describe wall conditions, and an advantage of such systems is that they are often compatible with those used in assessments of bridges. As experience with MSE walls accumulates, agencies will likely continue to develop, refine, and better calibrate procedures affecting design, construction, condition assessment, and asset management decisions. One portion of this synthesis is dedicated to summarizing the actions taken thus far by survey respondents to improve the long-term performance of their MSE walls. Many agencies prescribe the use of a pre-approved wall design and/or wall supplier. Other actions or policies frequently focus on drainage-related issues."--Summary.


Fundamentals of Ground Improvement Engineering

Fundamentals of Ground Improvement Engineering

Author: Jeffrey Evans

Publisher: CRC Press

Published: 2021-09-17

Total Pages: 430

ISBN-13: 1000411397

DOWNLOAD EBOOK

Ground improvement has been one of the most dynamic and rapidly evolving areas of geotechnical engineering and construction over the past 40 years. The need to develop sites with marginal soils has made ground improvement an increasingly important core component of geotechnical engineering curricula. Fundamentals of Ground Improvement Engineering addresses the most effective and latest cutting-edge techniques for ground improvement. Key ground improvement methods are introduced that provide readers with a thorough understanding of the theory, design principles, and construction approaches that underpin each method. Major topics are compaction, permeation grouting, vibratory methods, soil mixing, stabilization and solidification, cutoff walls, dewatering, consolidation, geosynthetics, jet grouting, ground freezing, compaction grouting, and earth retention. The book is ideal for undergraduate and graduate-level university students, as well as practitioners seeking fundamental background in these techniques. The numerous problems, with worked examples, photographs, schematics, charts and graphs make it an excellent reference and teaching tool.


Assessing Corrosion of MSE Wall Reinforcement

Assessing Corrosion of MSE Wall Reinforcement

Author: Travis M. Gerber

Publisher:

Published: 2010

Total Pages: 74

ISBN-13:

DOWNLOAD EBOOK

The primary objective of this study was to extract reinforcement coupons from select MSE walls and document the extent of corrosion. A secondary objective of this project was to develop and assess techniques for removal of coupons on two-stage MSE walls.


Evaluation of Anchor Wall Systems' Landmark Reinforced Soil Wall System with T.C. Mirafi's Miragrid and Miratex Geogrid Reinforcement

Evaluation of Anchor Wall Systems' Landmark Reinforced Soil Wall System with T.C. Mirafi's Miragrid and Miratex Geogrid Reinforcement

Author: Highway Innovative Technology Evaluation Center (U.S.)

Publisher: ASCE Publications

Published: 2003-10-23

Total Pages: 218

ISBN-13: 9780784475331

DOWNLOAD EBOOK

This report describes a HITEC evaluation designed to determine the basic capability and limitations of the Landmark/Mirafi System for use as a technically viable precast MSE retaining wall system. The evaluation was conducted based on the material, design, construction, performance, and quality assurance information outlined in the HITEC Protocol.


Evaluation of the Versa Lok/Miragrid Reinforced Soil Wall System

Evaluation of the Versa Lok/Miragrid Reinforced Soil Wall System

Author: Highway Innovative Technology Evaluation Center (U.S.)

Publisher: ASCE Publications

Published: 2005-04-25

Total Pages: 232

ISBN-13: 9780784475461

DOWNLOAD EBOOK

Prepared by the Highway Innovative Technology Evaluaton Center (HITEC), a service center ofØCivil Engineering Research Foundation. This evaluation was performed on the VERSA-LOK/Miragrid Reinforced Soil Wall System, a mechanically stabilized earth structure developed by VERSA-LOK Retaining Wall Systems, Inc., of Oakdale, Minnesota. The evaluation was conducted based on design, construction, performance, and quality assurance information provided by VERSA-LOK and their geogrid reinforcement supplier, TC Mirafi, Inc., and evaluated for conformance with the HITEC protocol.