Analysis of Full-scale Mechanically Stabilized Earth (mse) Wall Using Crimped Steel Wire Reinforcement


Book Description

Mechanically Stabilized Earth (MSE) walls have provided an effective solution to constructing retaining walls. The engineering and construction industry is continually striving to provide more cost-effective and design-efficient means to building MSE walls. Hilfiker Retaining Walls has developed a new semi-extensible metal mat reinforcement technology which does not fit into the current extensible or inextensible categories as defined by regulating authorities. The objective of this project was to construct and observe the behavior collect quantitative data for a 20-foot tall MSE wall using the prototype semi-extensible reinforcement technology. The results were compared to expected American Association of State Highway and Transportation Officials Load Reduction Factored Design values and was also compared to another case study, Prediction of Reinforcement Loads in Reinforced Soil Walls as conducted by Tony M. Allen, P.E., and Richard J. Bathurst, Ph. D., P. Eng. Comparing the behavior of the 20-foot prototype MSE wall to these design regulations and case studies allowed for proper classification and will facilitate future industry design efforts.







Characterization of Reinforced Fill Soil, Soil-reinforcement Interaction, and Internal Stability of Very Tall MSE Walls


Book Description

In many geotechnical design situations involving tight right-of-way constraints, Mechanically Stabilized Earth (MSE) walls are often the most cost-effective and reliable earth retention technology among available alternatives. However, few well-documented case histories with detailed material testing, instrumentation programs and construction observation of performance are available in the literature. Despite the small number of case histories, empirical design methods are used in place of more theoretically-based methods. As a result, current design methods for MSE walls result in a large amount of inaccuracy, especially when their empirical calibration limits are exceeded. This study characterizes the constitutive behavior of a sandy gravel backfill soil and ribbed steel strip reinforcement material used in the construction of two very tall MSE walls constructed during the 3rd Runway Expansion Project at the Seattle-Tacoma International Airport (SeaTac). Tension testing was performed on coupons cut from the reinforcement material in order to measure its Young's modulus and yield strength. Consolidated drained triaxial strength testing was performed to measure the stress-strain behavior of the loose, medium dense, and densely-compacted backfill materials. Then the frictional interaction between the reinforcement and densely-compacted backfill soil was evaluated by performing twenty full-scale single-strip laboratory pullout tests. Using the results from the material testing and in-situ reinforcement strain measurements taken at the SeaTac MSE walls, the accuracy of four reinforcement load prediction methods was evaluated. The pullout test results were used to develop a backfill-specific design model, as well as being combined with other pullout test results for gravels reported in the literature to develop a global gravel design model for predicting peak reinforcement pullout resistances. These newly developed pullout design models were compared to the current AASHTO design model and found to produce much more accurate predictions of peak reinforcement pullout resistance. Walls designed and constructed with the kinds of backfill evaluated herein and with the new models generated will be more cost-effective than typically accepted design models.







Numerical Methods in Geotechnical Engineering


Book Description

Numerical Methods in Geotechnical Engineering contains 153 scientific papers presented at the 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010, held at Norwegian University of Science and Technology (NTNU) in Trondheim, Norway, 2 4 June 2010.The contributions cover topics from emerging research to engineering pra




Geosynthetic Reinforced Soil (GRS) Walls


Book Description

The first book to provide a detailed overview of Geosynthetic Reinforced Soil Walls Geosynthetic Reinforced Soil (GRS) Walls deploy horizontal layers of closely spaced tensile inclusion in the fill material to achieve stability of a soil mass. GRS walls are more adaptable to different environmental conditions, more economical, and offer high performance in a wide range of transportation infrastructure applications. This book addresses both GRS and GMSE, with a much stronger emphasis on the former. For completeness, it begins with a review of shear strength of soils and classical earth pressure theories. It then goes on to examine the use of geosynthetics as reinforcement, and followed by the load-deformation behavior of GRS mass as a soil-geosynthetic composite, reinforcing mechanisms of GRS, and GRS walls with different types of facing. Finally, the book finishes by covering design concepts with design examples for different loading and geometric conditions, and the construction of GRS walls, including typical construction procedures and general construction guidelines. The number of GRS walls and abutments built to date is relatively low due to lack of understanding of GRS. While failure rate of GMSE has been estimated to be around 5%, failure of GRS has been found to be practically nil, with studies suggesting many advantages, including a smaller susceptibility to long-term creep and stronger resistance to seismic loads when well-compacted granular fill is employed. Geosynthetic Reinforced Soil (GRS) Walls will serve as an excellent guide or reference for wall projects such as transportation infrastructure—including roadways, bridges, retaining walls, and earth slopes—that are in dire need of repair and replacement in the U.S. and abroad. Covers both GRS and GMSE (MSE with geosynthetics as reinforcement); with much greater emphasis on GRS walls Showcases reinforcing mechanisms, engineering behavior, and design concepts of GRS and includes many step-by-step design examples Features information on typical construction procedures and general construction guidelines Includes hundreds of line drawings and photos Geosynthetic Reinforced Soil (GRS) Walls is an important book for practicing geotechnical engineers and structural engineers, as well as for advanced students of civil, structural, and geotechnical engineering.




Reinforced Soil Engineering


Book Description

This one-of-a-kind reference evaluates the efficacy, stability, and strength of various soil walls, slopes, and structures enhanced by geosynthetic materials. Offering stimulating contributions from more than 50 leading specialists in the field, Reinforced Soil Engineering compiles recent innovations in design layout, controlled construction, and geosynthetic material implementation for improved cost-efficiency, maintenance, and functioning in civil engineering applications. The book focuses on geotechnical earthquake issues and case histories from countries including the United States, Canada, Japan, Taiwan, Turkey, and other European nations.




Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements - EBGEO


Book Description

The completely revised and extended Recommendations deal with all questions relevant to the planning and dimensioning of geosynthetics-reinforced earth structures. In addition to the demands on materials and analysis principles, the applications of geosynthetics in a range of foundation systems, ground improvement measures, highways engineering projects, in slopes and retaining structures, and in landfill engineering are discussed. The Recommendations have been supplemented by the following sections: - reinforced earth structures over point or linear bearing elements, - foundation systems using geotextile-encased columns, - bridging subsidence, - dynamic actions of geosynthetic-reinforced systems. The remaining sections have been fundamentally revised and updated in line with current standards and codes of practice.