Geosynthetic Reinforced Soil for Low Volume Bridge Abutments PDF Download
Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Geosynthetic Reinforced Soil for Low Volume Bridge Abutments PDF full book. Access full book title Geosynthetic Reinforced Soil for Low Volume Bridge Abutments by . Download full books in PDF and EPUB format.
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 115
Get Book Here
Book Description
Laboratory testing on aggregate fill with and without geosynthetic material showed improvements in shear strength parameters and permanent deformation behavior when reinforced with geosynthetic due to lateral restraint effect at the soil-geosynthetic interface. Bridge LL testing under static loads indicated maximum deflections close to 0.9 in and non-uniform deflections transversely across the bridge due to poor load transfer between RRFCs. The ratio of horizontal to vertical stresses in the GRS fill was lo3 (less than 0.25), indicating low lateral stress on the soil surrounding GRS fill material. Bearing capacity analysis at Bridge 2 indicated lower than recommended factor of safety (FS) values due to low ultimate reinforcement strength of the geosynthetic material used in this study and relatively weak underlying foundation layer.
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 115
Get Book Here
Book Description
Laboratory testing on aggregate fill with and without geosynthetic material showed improvements in shear strength parameters and permanent deformation behavior when reinforced with geosynthetic due to lateral restraint effect at the soil-geosynthetic interface. Bridge LL testing under static loads indicated maximum deflections close to 0.9 in and non-uniform deflections transversely across the bridge due to poor load transfer between RRFCs. The ratio of horizontal to vertical stresses in the GRS fill was lo3 (less than 0.25), indicating low lateral stress on the soil surrounding GRS fill material. Bearing capacity analysis at Bridge 2 indicated lower than recommended factor of safety (FS) values due to low ultimate reinforcement strength of the geosynthetic material used in this study and relatively weak underlying foundation layer.
Author:
Publisher:
ISBN:
Category : Electronic book
Languages : en
Pages :
Get Book Here
Book Description
Author: Jonathan T. H. Wu
Publisher: Transportation Research Board
ISBN: 0309098459
Category : Bridges
Languages : en
Pages : 152
Get Book Here
Book Description
Introduction and research approach -- Findings -- Interpretation, appraisal, and applications -- Conclusions and suggested research -- Appendixes.
Author: Jonathan T. H. Wu
Publisher: John Wiley & Sons
ISBN: 1119375843
Category : Technology & Engineering
Languages : en
Pages : 414
Get Book Here
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.
Author: Jonathan T. H. Wu
Publisher: John Wiley & Sons
ISBN: 1119375851
Category : Technology & Engineering
Languages : en
Pages : 416
Get Book Here
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.
Author:
Publisher:
ISBN:
Category : "Publication no. FHWA-HRT-11-026."
Languages : en
Pages : 176
Get Book Here
Book Description
"This manual outlines the state-of-the-art and recommended practice for designing and constructing Geosynthetic Reinforced Soil (GRS) technology for the application of the Integrated Bridge System (IBS). The procedures presented in this manual are based on 40 years of State and Federal research focused on GRS technology as applied to abutments and walls"--Technical report documentation page.
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 68
Get Book Here
Book Description
"This report is the second in a two-part series to provide engineers with the necessary background knowledge of Geosynthetic Reinforced Soil (GRS) technology and its fundamental characteristics as an alternative to other construction methods. It supplements the interim implementation manual (FHWA-HRT-11-026), which outlines the design and construction of the GRS Integrated Bridge System (IBS). The research behind the proposed design method is presented along with case histories to show the performance of in-service GRS-IBS and GRS walls"--Technical report documentation page.
Author: Majid Talebi
Publisher:
ISBN: 9781369595734
Category : Bridges
Languages : en
Pages : 475
Get Book Here
Book Description
The Geosynthetic Reinforced Soil Integrated Bridge System (GRS-IBS) is a composite bridge structure built using GRS abutments and prefabricated bridge superstructure elements. This accelerated bridge construction technology has been developed and promoted by researchers and engineers from the United States of America's Federal Highway Administration (FHWA). GRS-IBS technology has proven itself useful for rapid, cost-effective bridge construction in other regions of the United States. Consequently, the Delaware Department of Transportation (DelDOT) constructed the first GRS-IBS in the state of Delaware (Br. 1-366) in 2013 to explore the effectiveness of this technology for use within their own bridge inventory. ☐ This dissertation provides an overview of the design, construction, and monitoring process that was utilized to deploy the first constructed GRS-IBS in Delaware. Recorded performance data for the structure from the time of construction, live load testing, and over two years of in-service operation were collected using different types of instruments and analyzed. ☐ Details regarding GRS-IBS technology, Br. 1-366 project requirements, the design and construction procedure, and the instrumentation system that was utilized for monitoring the health of the structure have been presented in Chapters 1 through 3. ☐ The collected engineering data from different phases of the project are presented in Chapter 4, including construction, live load testing, and over two years of in-service operation. ☐ Since the amount of collected data was quite large, some techniques were utilized to manage and filter the recorded data, as described in Chapter 5. A technique for statistical correlation analysis is also presented in this chapter, which was found to be very useful for developing an understanding of interrelationships between various sensor measured values. The correlation between different types of readings are investigated using this technique, and the corresponding findings from this analysis are presented in this chapter. ☐ A strong effect of temperature on the measured strain readings was observed, as discussed in Chapter 5. Chapter 6 presents a correction procedure to account for the effects of temperature on the measured strain values. The use of this correction technique allows for significant refinement of the measured strain values within the GRS abutment. ☐ The details and findings from a robust live load testing program are presented in Chapter 7. More specifically, the effect of the live load on the strain in the abutments and the pressure within and beneath the abutments have been investigated in this chapter. It is shown that the structure was quite stable during each of the live load test events, with the induced pressure and deformation by the live loads being quite low, and with little corresponding strain being measured within the GRS abutments. ☐ The applied pressure distribution beneath the west GRS abutment foundation was investigated during construction and live load testing, as described in Chapter 8. It is shown that the pressure distribution is not uniform and the maximum pressure is measured beneath the facing wall. An approach is suggested in this chapter to predict the applied pressure induced by the abutment and the surcharge loads. ☐ The long term performance of the structure is analyzed in Chapter 9 using the data collected by different sensors over two years of in-service operation. The data analysis shows the effect of the precipitation amount and type (rain and snow) on the abutment water content. The abutment performance that occurs as a result of changes in water content appears satisfactory. Creep deformation did occur in the abutment, but its overall magnitude was quite small over the monitoring period, with the maximum strain being less than 0.5%. The lateral deflection and settlement of the facing walls was small, less than 12 mm. The concrete bridge deformation was also small, with the measured results being affected by the air temperature change. The abutment temperature distribution was different in hot and cold weather. The clay foundation beneath the abutment experienced some minor creep deformation. The results also indicated the effect of temperature on the measured foundation and abutment pressure. ☐ Finally, the overall conclusions of this dissertation are presented in Chapter 10 and some recommendations are made for future research.
Author: Marco Barla
Publisher: Springer Nature
ISBN: 3030645185
Category : Science
Languages : en
Pages : 1124
Get Book Here
Book Description
This book gathers the latest advances, innovations, and applications in the field of computational geomechanics, as presented by international researchers and engineers at the 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG 2020/21). Contributions include a wide range of topics in geomechanics such as: monitoring and remote sensing, multiphase modelling, reliability and risk analysis, surface structures, deep structures, dams and earth structures, coastal engineering, mining engineering, earthquake and dynamics, soil-atmosphere interaction, ice mechanics, landfills and waste disposal, gas and petroleum engineering, geothermal energy, offshore technology, energy geostructures, geomechanical numerical models and computational rail geotechnics.
Author:
Publisher:
ISBN:
Category : Low-volume roads
Languages : en
Pages : 436
Get Book Here
Book Description
