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1

Wu, Jonathan T. H. GRS bridge piers and abutments. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transporation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2001.

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2

Wu, Jonathan T. H. GRS bridge piers and abutments. McLean, VA: U.S. Department of Transporation, Federal Highway Administration; Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2001.

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3

J, White David. Geosynthetic reinforced soil for low volume bridge abutments. Ames, IA: Center for Earthworks Engineering Research, Iowa State University, 2012.

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4

Evans, Ryan. Modified sheet pile abutments for low-volume road bridges. Ames, Iowa: Iowa State University, 2012.

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5

Great Britain. Scottish Development Department., ed. Backfilled retaining walls, bridge abutments and wingwalls. Edinburgh: Scottish Development Department, 1988.

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6

R, Ettema, Melville Bruce W, National Cooperative Highway Research Program., National Research Council (U.S.). Transportation Research Board., American Association of State Highway and Transportation Officials., and United States. Federal Highway Administration., eds. Countermeasures to protect bridge abutments from scour. Washington, D.C: Transportation Research Board, 2007.

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7

Azadeh, Bozorgzadeh, Structural Systems Research Project, University of California, San Diego. Dept. of Structural Engineering., and California. Dept. of Transportation. Division of Engineering Services., eds. Seismic response of sacrificial exterior shear keys in bridge abutments. La Jolla, Calif: University of California, San Diego, Dept. of Structural Engineering, 2007.

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8

Bruce, S. M. Non-traditional materials for trench & bridge abutment backfill. Wellington, N.Z: Transfund New Zealand, 1997.

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9

Organisation for Economic Co-operation and Development., ed. Repairing bridge substructures: Report. Paris: Organisation for Economic Co-operation and Development, 1995.

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10

Hoppe, Edward J. Performance of a skewed semi-integral bridge: Volume 1 : field monitoring. Charlottesville, Va: Virginia Transportation Research Council, 2008.

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11

Great Britain. Scottish Development Department., ed. Reinforced and anchored earth retaining walls and bridge abutments for embankments. Edinburgh: Scottish Development Department, 1988.

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12

Petzek, Edward, and Radu Băncilă, eds. Economical Bridge Solutions based on innovative composite dowels and integrated abutments. Wiesbaden: Springer Fachmedien Wiesbaden, 2015. http://dx.doi.org/10.1007/978-3-658-06417-4.

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13

G, Steven Lewis, ed. The SMILINE system: Esthetic abutment components for fixed bridge and single tooth restorations. [San Antonio, Tex.]: S.M. Parel, 1991.

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14

Iqbal, Husain. Integral abutment bridges. [Downsview]: Ontario Ministry of Transportation, Structural Office, 1996.

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15

Iqbal, Husain. Semi-integral abutment bridges. [Toronto]: Queen's Printer for Ontario, 1999.

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16

Iqbal, Husain. Performance of integral abutment bridges. [Toronto]: Queen's Printer for Ontario, 2000.

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17

Holst, Karl Heinz. Schnittgrößen in schiefwinkligen Brückenwiderlagern unter Berücksichtigung der Schubverformungen in den Wandbauteilen / Internal Forces in Oblique-Angled Bridge Abutments Taking into Consideration the Shear Deformations in the Wall Elements. Wiesbaden: Vieweg+Teubner Verlag, 1993. http://dx.doi.org/10.1007/978-3-663-07997-2.

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18

Pagán-Ortiz, Jorge E. Stability of rock riprap for protection at the toe of abutments located at the floodplain. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, Office of Research and Development, Turner-Fairbank Highway Research Center, 1991.

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19

Sturm, Terry W. Enhanced abutment scour studies for compound channels. McLean, Va. (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, 2004.

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20

Sturm, Terry W. Enhanced abutment scour studies for compound channels. McLean, Va. (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, 2004.

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21

I, Bush David, Tsang Neil C. M, Great Britain Highways Agency, and Imperial College of Science, Technology, and Medicine (Great Britain), eds. Integral bridges: A fundamental approach to the time-temperature loading problem. London: Telford, 2000.

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22

Brady, K. C. Performance of a reinforced earth bridge abutment at Carmarthen. Crowthorne, Berks: Transport and Road Research Laboratory, Structures Group, Ground Engineering Division, 1987.

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23

Brady, K. C. Performance of a reinforced earth bridge abutment at Carmarthen. Crowthorne: Transport and Road Research Laboratory, 1987.

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24

Snowdon, R. A. Performance of a reinforced earth bridge abutment at Stirling. Crowthorne, Berks: Transport and Road Research Laboratory, Structures Group, Ground Engineering Division, 1988.

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25

Goh, Chee Tiong. The behaviour of backfill to shallow abutments of integral bridges. Birmingham: University of Birmingham, 2001.

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26

Center, California Department of Transportation Engineering Service. Field investigation report for abutment backfill characterization. La Jolla, Calif: University of California, San Diego, Dept. of Structural Engineering, Structural Systems Research Project, 2005.

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27

Sturm, Terry W., Bruce W. Melville, and Robert Ettema. Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, D.C.: Transportation Research Board, 2011. http://dx.doi.org/10.17226/13336.

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28

Benedict, Stephen T. Clear-water abutment and contraction scour in the Coastal Plain and Piedmont Provinces of South Carolina, 1996-99. Columbia, S.C: U.S. Dept. of the Interior, U.S. Geological Survey, 2003.

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29

Steve, Kramer, Siddharthan Rajaratnam 1955-, American Society of Civil Engineers. Geotechnical Engineering Division. Soil Dynamics Committee., and ASCE National Convention (1995 : San Diego, Calif.), eds. Earthquake-induced movements and seismic remediation of existing foundations and abutments: Proceedings of sessions sponsored by the Soil Dynamics Committee of the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in San Diego, California, October 23-27, 1995. New York, N.Y: The Society, 1995.

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30

Plc, Railtrack. Thameslink 2000: Application for listed building consent, plans and documents, Southern abutment to former West Blackfriars and St. Paul's Railway Bridge London SE1. London: Railtrack, 1997.

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31

Countermeasures to Protect Bridge Abutments from Scour. Washington, D.C.: Transportation Research Board, 2007. http://dx.doi.org/10.17226/17620.

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32

American Association Of State Highway and Transportation Offices. Design and Construction Guidelines for Geosynthetic-Reinforced Soil Bridge Abutments with a Flexible Facing. Transportation Research Board National Resear, 2006.

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33

Yandzio, E. D. Design Guide for Steel Sheet Pile Bridge Abutments. Steel Construction Institute,The, 1998.

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34

1937-, Lagasse Peter F., American Association of State Highway and Transportation Officials., National Research Council (U.S.). Transportation Research Board., and National Cooperative Highway Research Program., eds. Instrumentation for measuring scour at bridge piers and abutments. Washington, D.C: National Academy Press, 1997.

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35

Holst, Karl-Heinz. Internal Forces in Oblique-Angled Bridge Abutments Taking into. Friedrich Vieweg & Sohn, 1993.

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36

Azadeh, Bozorgzadeh, Structural Systems Research Project, and University of California, San Diego. Dept. of Structural Engineering., eds. Experimental and analytical investigation on stiffness and ultimate capacity of bridge abutments. La Jolla, Calif: University of California, San Diego, Dept. of Structural Engineering, 2008.

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37

Experimental and analytical investigation on stiffness and ultimate capacity of bridge abutments. La Jolla, Calif: University of California, San Diego, Dept. of Structural Engineering, 2008.

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38

Petzek, Edward, and Radu Bancila. Economical Bridge Solutions Based on Innovative Composite Dowels and Integrated Abutments: Ecobridge. Springer Fachmedien Wiesbaden GmbH, 2014.

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39

Băncilă, Radu, and Edward Petzek. Economical Bridge Solutions Based on Innovative Composite Dowels and Integrated Abutments: Ecobridge. Springer Vieweg. in Springer Fachmedien Wiesbaden GmbH, 2014.

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40

Petzek, Edward, and Radu Băncilă. Economical Bridge Solutions based on innovative composite dowels and integrated abutments: Ecobridge. Springer Vieweg, 2016.

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41

Seismic Design of Geosynthetic-Reinforced Soil Bridge Abutments with Modular Block Facing. Washington, D.C.: Transportation Research Board, 2012. http://dx.doi.org/10.17226/17649.

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42

Design and Construction Guidelines for Geosynthetic-Reinforced Soil Bridge Abutments with a Flexible Facing. Washington, D.C.: Transportation Research Board, 2006. http://dx.doi.org/10.17226/13936.

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43

Design and Construction Guidelines for Geosynthetic-Reinforced Soil Bridge Abutments with a Flexible Facing: Appendix C--Verification of the Analytical Model. Washington, D.C.: Transportation Research Board, 2006. http://dx.doi.org/10.17226/21981.

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44

Design and Construction Guidelines for Geosynthetic-Reinforced Soil Bridge Abutments with a Flexible Facing: Appendix C--Verification of the Analytical Model. Washington, D.C.: Transportation Research Board, 2006. http://dx.doi.org/10.17226/13558.

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45

M, Barker R., American Association of State Highway and Transportation Officials., and United States. Federal Highway Administration., eds. Manuals for the design of bridge foundations: Shallow foundations, driven piles, retaining walls and abutments, drilled shafts, estimating tolerable movements, load factor design specifications, and commentary. Washington, D.C: Transportation Research Board, National Research Council, 1991.

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46

American Iron and Steel Institute., Tennessee. Dept. of Transportation. Structures Division., and National Steel Bridge Alliance, eds. Integral abutments for steel bridges. [S.l.]: Printed by National Steel Bridge Alliance, 1996.

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47

Tsang, Neil C. M., David I. Bush, and George L. England. Integral Bridges. ICE Publishing, 2000.

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48

England, George L., N. Tsang, and D. Bush. Integral Bridges. Thomas Telford Ltd, 2000.

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49

Khan, Mohiuddin Ali. Analysis and Design of Integral Abutment Bridges. Elsevier Science & Technology Books, 2016.

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50

Evaluation of Bridge-Scour Research: Abutment and Contraction Scour Processes and Prediction. Washington, D.C.: Transportation Research Board, 2011. http://dx.doi.org/10.17226/22841.

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