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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2011. Proposed Specifications for LRFD Soil-Nailing Design and Construction. Washington, DC: The National Academies Press. doi: 10.17226/13327.
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Page 68
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2011. Proposed Specifications for LRFD Soil-Nailing Design and Construction. Washington, DC: The National Academies Press. doi: 10.17226/13327.
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Page 68
Page 69
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2011. Proposed Specifications for LRFD Soil-Nailing Design and Construction. Washington, DC: The National Academies Press. doi: 10.17226/13327.
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Page 69

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67 AASHTO (1994). LRFD Bridge Design Specifications, 1st Edition, Amer- ican Association of State Highway and Transportation Officials, Washington, D.C. AASHTO (1996). Standard Specifications for Highway Bridges, 16th Edi- tion, American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO (2007). LRFD Bridge Design Specifications, 4th Edition, Amer- ican Association of State Highway and Transportation Officials, Washington, D.C. ACI (1995). “Building Code Requirements for Reinforced Concrete.” American Concrete Institute, Detroit, MI. ACI (1998). “Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-97) and Commentary.” Publication No. ACI 349R-97, ACI Committee 349, American Concrete Institute, Farm- ington Hills, MI, p. 129. AISC (1994). Load and Resistance Factor Design Manual of Steel Con- struction, American Institute of Steel Construction, Chicago, IL. Allen, T. M. (2005). “Development of Geotechnical Resistance Factors and Downdrag Load Factors for LRFD Foundation Strength Limit State Design.” Publication No. FHWA-NHI-05-052, Federal High- way Administration, Washington, D.C., 41 pp. Allen, T. M., B. R. Christopher, V. Elias, and J. DiMaggio (2001). “Devel- opment of the Simplified Method for Internal Stability of Mechani- cally Stabilized Earth (MSE) Walls.” Washington State Department of Transportation, Report WA-RD 513.1, 108 pp. Allen, T. M., A. S. Nowak, and R. J. Bathurst (2005). “Calibration to Determine Load and Resistance Factors for Geotechnical and Struc- tural Design.” Circular Number E-C079, Transportation Research Board, Washington, D.C. Anderson, D. G., G. R. Martin, I. Lam, and J. N. Wang (2008). NCHRP Report 611: Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments. Transportation Research Board of the National Academies, Washington, D.C. API (1989). “Draft Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Load and Resistance Factor Design.” API RP2ALRFD. American Petroleum Institute, Dallas, TX. Baecher, G. B. and J. T. Christian (2003). Reliability and Statistics in Geotechnical Engineering. Wiley & Sons, Inc. Hoboken, N.J. Barker, R. M., J. M. Duncan, K. B. Rojiani, P. S. K. Ooi, C. K. Tan, and S. G. Kim (1991). NCHRP Report 343: Manuals for the Design of Bridge Foundations: Shallow Foundations, Driven Piles, Retaining Walls and Abutments, Drilled Shafts, Estimating Tolerable Movements, and Load Factor Design Specifications and Commentary. Transporta- tion Research Board, Washington, D.C. Briaud, J. L. (1989). “The Pressuremeter Test for Highway Applica- tion.” Report FHWA-IP-89-008, Federal Highway Administration, Washington, D.C. Briaud, J. L. (1992). “The Cone Penetrometer Test.” Report FHWA-SA- 91-043, Federal Highway Administration, Washington, D.C. Brinch-Hansen, J. (1953). “Earth Pressure Calculation.” Danish Techni- cal Press, Copenhagen, Denmark. Brinch-Hansen, J. (1956). “Limit Design and Safety Factors in Soil Mechanics.” Bulletin No. 1, Danish Geotechnical Institute, Copen- hagen, Denmark. Brinch-Hansen, J. (1966). “Code of Practice for Foundation Engineer- ing.” Bulletin No. 22, Danish Geotechnical Institute, Copenhagen, Denmark. Byrne, R. J., D. Cotton, J. Porterfield, C. Wolschlag, and G. Ueblacker (1998). “Manual for Design and Construction Monitoring of Soil Nail Walls.” Report FHWA-SA-96-69R, Federal Highway Admin- istration, Washington, D.C. Caltrans (1991). “A User’s Manual for the SNAIL Program, Version 2.02—Updated PC Version.” Division of New Technology, Material and Research, Office of Geotechnical Engineering, California Department of Transportation, Sacramento, California. Caltrans (2007). “A User’s Manual for the SNAILZ Program, Version 2.02—Updated PC Version.” Division of New Technology, Material and Research, Office of Geotechnical Engineering, California Depart- ment of Transportation, Sacramento, California. http://www.dot. ca.gov/hq/esc/geotech Chen, Y. (2000a). “Practical Analysis and Design Methods of Mechani- cally Stabilized Earth Walls I: Design Philosophies and Procedures,” Engineering Structures, Vol. 22, No. 7, pp. 793–808. Chen, Y. (2000b). “Practical Analysis and Design Methods of Mechanically Stabilized Earth Walls II: Design Comparisons and Impact of LRFD Method,” Engineering Structures, Vol. 22, No. 7, pp. 809–830. CIRIA (1977). “Rationalization of Safety and Serviceability Factors in Structural Codes.” CIRIA Report 63. SWIP 3AU, Report 63, London, England. Clouterre (1991). “Recommandations Clouterre 1991” (Trans.: Soil Nail- ing Recommendations 1991), English Translation, Presses de l’Ecole Nationale des Ponts et Chaussées, Paris, France. Clouterre (2002). “Additif 2002 aux recommandations Clouterre 1991” (Trans.: 2002 Addenda to Recommendations Clouterre 1991), In French, Presses de l’Ecole Nationale des Ponts et Chaussées, Paris, France. References

D’Appolonia (1999). “Developing New AASHTO LRFD Specifications for Retaining Walls.” Final Report, NCHRP Project 20-7, Task 88. Ground Technology, Inc., Monroeville, PA. 50 pp. Elias, V., B. R. Christopher, and R. Berg (2001). “Mechanically Stabilized Earth Walls and Reinforced Soil Slopes Design and Construction Guidelines.” Publication FHWA-NHI-00-043, Federal Highway Administration, Washington, D.C., 394 pp. Elias, V. and I. Juran (1991). “Soil Nailing for Stabilization of Highway Slopes and Excavations.” Publication FHWA-RD-89-198, Federal Highway Administration, Washington D.C. Ellingwood, B. and T. Galambos (1982). “Probability-Based Criteria for Structural Design,” Structural Safety, Vol. 1, pp. 15–26. Ellingwood, B., T. V. Galambos, J. G. MacGregor and C. A. Cornell (1980). “Development of a Probability Based Load Criterion for American National Standard A58.” Special Publication 577, National Bureau of Standards, Washington, D.C. Ellingwood, B., T. Galambos, J. MacGregor, and C. Cornell (1982a). “Probability Based Load Criteria: Assessment of Current Design Practices,” Journal of the Structural Division, American Society of Civil Engineers, Vol. 108, No. ST5, pp. 959–977. Ellingwood, B., T. Galambos, J. MacGregor, and C. Cornell (1982b). “Probability Based Load Criteria: Load Factors and Load Combi- nations,” Journal of the Structural Division, American Society of Civil Engineers, Vol. 108, No. ST5, pp. 978–997. Felio, G. Y., M. Vucetic, M. Hudson, O. Barar, and R. Chapman (1990). “Performance of Soil Nailed Walls during the October 17, 1989 Loma Prieta Earthquake,” Proceedings, 43rd Canadian Geotechni- cal Conference, Quebec, pp. 165–173. Fellenius, B. (1994). “Limit States Design for Deep Foundations,” Pro- ceedings, U.S. DOT International Conference on Deep Foundations, Orlando, Federal Highway Commission. FHWA (1993a). “FHWA International Scanning Tour for Geotechnol- ogy, September–October 1992, Soil Nailing Summary Report.” Publication FHWA-PL-93-020, Federal Highway Administration, Washington, D.C. FHWA (1993b). “French National Research Project Clouterre 1991— Recomandations Clouterre 1991 (English Translation: Soil Nailing Recommendations).” Publication FHWA-SA-93-026, Federal High- way Administration, Washington, D.C. Freudenthal, A. M. (1947). “Safety of Structures,” Transactions, ASCE, Vol. 112, pp. 125–180. Freudenthal, A. M. (1951). “Planning and Interpretation of Fatigue Tests,” Symposium on Statistical Aspects of Fatigue, ASTM Special Technical Publication. Freudenthal, A. M. and E. J. Gumbel (1956). “Physical and Statistical Aspects of Fatigue,” Advances in Applied Mechanics. Galambos, T. and M. Ravindra (1978). “Properties of Steel for Use in LRFD,” Journal of Structural Engineering, American Society of Civil Engineers, Vol. 104, No. 9, pp. 1459–1468. Golder (1993). “GOLDNAIL Soil Nailing Design Program.” Golder Associates, Seattle, Washington. Hamilton, J. and J. Murff (1992). “Selection of LRFD Resistance Fac- tors for Pile Foundation Design,” Proceedings Structures Congress ’92, American Society of Civil Engineers Structures Congress, April 13–15, San Antonio, Texas. Hannigan, P. J., G. G. Goble, G. Thendean, G. E. Likins and F. Rausche (2005). “Design and Construction of Driven Pile Foundations,” Vol. I and II, Publications FHWA-HI-05-042 & 043, Federal High- way Administration, Washington, D.C. Hasofer, A. M. and N. Lind (1974). “An Exact and Invariant First-Order Reliability Format,” Journal of Engineering Mechanics, Vol. 100, No. 1, pp. 11–121. Juran, I., G. Baudrand, K. Farrag, and V. Elias (1990). “Kinematical Limit Analysis for Design of Nailed Structures,” Journal of Geotechnical Engineering, American Society of Civil Engineers, Vol. 116, No. 1, pp. 54–72. Kavazanjian, E. Jr., N. Matasovic´, T. Hadj-Hamou, and P. J. Sabatini (1997). “Design Guidance: Geotechnical Earthquake Engineering for Highways, Volume I, Design Principles.” Geotechnical Engi- neering Circular No. 3, Publication FHWA-SA-97-076, Federal Highway Administration, Washington, D.C. Kulhawy, F. H. and K. K. Phoon (1996). “Engineering Judgment in the Evolution from Deterministic to Reliability-Based Foundation Design,” Uncertainty in the Geologic Environment: From Theory to Practice, Geotechnical Special Publication No. 58, Vol. 1, C. D. Shackelford, P. P. Nelson and J. J. S. Roth (eds.), American Soci- ety of Civil Engineers, pp. 29–48. Lazarte, C. A., V. Elias, R. D. Espinoza, and P. J. Sabatini (2003). “Soil Nail Walls.” Geotechnical Engineering Circular No. 7, Publication FHWA-IF-03-017, Federal Highway Administration, Washing- ton, D.C. Long, J. H., E. Chow, E. T. Cording, and W. J. Sieczkowski (1990). “Sta- bility Analysis for Soil Nailed Walls.” Geotechnical Special Publica- tion No. 25, American Society of Civil Engineers, pp. 676–691. Meyerhof, G. (1994). “Evolution of Safety Factors and Geotechnical Limit State Design.” Second Spencer J. Buchanan Lecture, Texas A&M University, Nov. 4, 32 p. Mononobe, N. (1929). “Earthquake-Proof Construction of Masonry Dams,” Proceedings of the World Engineering Conference, Vol. 9. Moses, F. (1985). “Implementation of a Reliability-Based API RP2A For- mat.” Final Report. API PRAC 83-22. American Petroleum Institute, Dallas, TX. Moses, F. (1986). “Development of Preliminary Load and Resistance Fac- tor Design Document for Fixed Offshore Platforms.” Final Report. API-PRAC 95-22. American Petroleum Institute, Dallas, TX. Nowak, A. S. (1999). NCHRP Report 368: Calibration of LRFD Bridge Design Code. Transportation Research Board, Washington, D.C. Nowak, A. S. and Collins, K. R. (2000). Reliability of Structures. New York: McGraw-Hill. National Research Council of Canada (1977) “National Building Code.” Ottawa. O’Neill, M. (1995). “LRFD Factors for Deep Foundations through Direct Experimentation,” Proceedings of US/Taiwan Geotechnical Engineer- ing Collaboration Workshop. Sponsored by the National Science Foundation (USA) and the National Science Council (Taiwan, ROC), A. B. Huang, Y. S. Fang, P. W. Mayne, and S. G. Paikowsky (eds.), Taipei, January 9–11, pp. 100–114. Okabe, S. (1926). “General Theory of Earth Pressure,” Journal of Japan Society of Civil Engineering, Vol. 12, No. 1. Oregon DOT (1999). “Monitoring of Soil Nailed Walls at the Highway 217 and Highway 26 Interchange.” Final Report, State Planning and Research, Project 370, Oregon Department of Transportation. Paikowsky, S. G., B. Birgisson, M. McVay, T. Nguyen, C. Kuo, G. Baecher, B. Ayyub, K. Stenersen, K. O. Malley, L. Chernauskas, and M. O. Neill (2004). NCHRP Report 507: Load and Resistance Factor Design (LRFD) for Deep Foundations. Transportation Research Board of the National Academies, Washington, D.C. Porterfield, J. A., D. M. Cotton, and R. J. Byrne (1994). “Soil Nail- ing Field Inspectors Manual, Project Demonstration 103.” Publi- cation FHWA-SA-93-068, Federal Highway Administration, Washington, D.C. PTI (2005). “Recommendations for Prestressed Rock and Soil Anchors.” 4th Edition, Post-Tensioning Institute, Phoenix, Arizona. 68

Richards, R. and D. G. Elms (1979). “Seismic Behavior of Gravity Retaining Walls,” Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, Vol. 105, No. GT4, April, pp. 449–464. Sabatini, P. J., D. G. Pass, and R. C. Bachus (1999). “Ground Anchors and Anchored Systems.” Geotechnical Engineering Circular No. 4, Publication FHWA-IF-99-015, Federal Highway Administration, Washington, D.C., 281pp. Seed, H. B. and R. V. Whitman (1970). “Design of Earth Retaining Structures for Dynamic Loads.” State of the Art Papers presented at 1970 Specialty Conference on Lateral Stresses in the Ground and Design of Earth-Retaining Structures, American Society of Civil Engineers. Seible, F. (1996). “Structural Response Assessment of Soil Nail Wall Fac- ings.” Report No. SSRP-96/01, Division of Structural Engineering, University of California, San Diego. Sheahan, T. C., T. Oral, and C. L. Ho (2003). “A Simplified Trial Wedge Method for Soil Nailed Wall Analysis,” Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, Vol. 129, No.: 2, pp. 117–124. Shen, C. K., L. R. Herrmann, K. M. Romstand, S. Bang, Y. S. Kim, and J. S. Denatale (1981). “In-Situ Earth Reinforcement Lateral Sup- port System.” Report No. 81-03, Department of Civil Engineering, University of California, Davis, California. Siu, W., S. Parimi, and N. Lind (1975). “Practical Approach to Code Calibration,” Journal of the Structural Division, American Society of Civil Engineers, Vol. 101, No. ST7, pp. 1469–1480. Stocker, M. F., G. W. Korber, G. Gässler, and G. Gudehus (1979). “Soil Nailing,” International Conference on Soil Reinforcement I, Paris, France, Vol. 2, pp. 469–474. Tang, W. (1993). “Recent Developments in Geotechnical Reliability,” Proceedings of the Conference on Probabilistic Methods in Geotechnical Engineering, K. Li and S-C. Lo (eds.), Canberra, Australia, Balkema, Rotterdam, The Netherlands, pp. 3–28. Tatsuoka, F., J. Koseki, and M. Tateyama (1997). “Performance of Reinforced Soil Structures During the 1995 Hyogo-ken Nanbu Earthquake.” Special Lecture, Proceedings of the International Sym- posium on Earth Reinforcement (IS Kyushu ‘96), Balkema, Vol. 2, pp. 973–1008. Taylor, D. W. (1948). Fundamentals of Soil Mechanics. J. Wiley, New York. Terzaghi, K., R. Peck, and G. Mesri (1996). Soil Mechanics in Engineering Practice. 3rd Edition, J. Wiley & Sons, Inc., Englewood Cliffs, N.J. Tufenkjian, M. R. (2002). “Performance of Soil Nailed Retaining Struc- tures during the 2001 Nisqually, Earthquake,” Proceedings of the 7th U.S. National Conference on Earthquake Engineering, July 21–25, Boston. Tufenkjian, M. R. and M. Vucetic (2000). “Dynamic Failure Mecha- nism of Soil-Nailed Excavation Models in Centrifuge,” Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, Vol. 126, No. 3, pp. 227–235. Vucetic, M., M. Tufenkjian, and M. Doroudian (1993). “Dynamic Cen- trifuge Testing of Soil-Nailed Excavations,” ASTM Geotechnical Testing Journal, Vol. 16, No. 2, pp. 172–187. Withiam, J. L. and A. S. Nowak (2004). “Load and Resistance Factors for Earth Pressures on Bridge Substructures and Retaining Walls.” Final Report, NCHRP Project 12-55. D’Appolonia Engineering Division, Ground Technology, Inc., Monroeville, Pennsylvania, 374 p. Withiam, J. L., E. P. Voytko, and B. C. Kelly (1995). “Section 10, Foun- dations,” “Section 11, Abutments, Piers and Walls,” and “Section 12, Buried Structures of ‘Design Manual 4,’ ” Exception Specifications to AASHTO LRFD Specification for the Pennsylvania Department of Transportation. Withiam, J. L., E. P. Voytko, and C. J. Lewis (1991). “Development of a Comprehensive Bridge Specification and Commentary— Soil-Structure Interaction Systems.” Final Report, NCHRP Project 12-33C. D’Appolonia Engineering Division, Ground Technology, Inc., Monroeville, Pennsylvania. Withiam, J. L., E. P. Voytko, J. M. Duncan, R. M. Barker, B. C. Kelly, S. C. Musser, and V. Elias (1997). “Load and Resistance Factor Design (LRFD) for Highway Bridge Substructures.” Report FHWA DTFH61-94-C-00098, 850 p. Withiam, J. L., E. P. Voytko, V. Elias, and P. J. Hannigan (1998). “Rec- ommended Specifications for the Design of Foundations, Retaining Walls and Substructures.” Final Report, NCHRP 12-35. D’Appolo- nia Engineering Division, Ground Technology, Inc., Monroeville, Pennsylvania. Woods, R. I. and K. Barkhordari (1997). “The Influence of Bond Dis- tributions on Ground Anchor Design,” International Conference on Ground Anchorages and Anchored Structures, Institute of Civil Engi- neers, London, March. Zhang, L., W. H. Tang, and C. W. W. Ng (2001). “Reliability of Axially Loaded Driven Pile Groups,” Journal of Geotechnical and Environ- mental Engineering, American Society of Civil Engineers, Vol. 127, No.12, pp. 1051–1060. 69

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 Proposed Specifications for LRFD Soil-Nailing Design and Construction
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TRB's National Cooperative Highway Research Program (NCHRP) Report 701: Proposed Specifications for LRFD Soil-Nailing Design and Construction contains proposed specifications for the design and construction of soil-nailed retaining structures.

The American Association of State Highway and Transportation Officials (AASHTO) Standard Bridge Specifications, the AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications, and the AASHTO LRFD Bridge Construction Specifications do not include guidance for soil-nailed structures.

In the absence of AASHTO LRFD specifications, some state departments of transportation will not use soil-nailed retaining structures. Given the potential advantages of soil-nailed structures, there was a need to develop proposed standard design and construction specifications for soil-nailed structures for incorporation into the AASHTO LRFD Bridge Design and Construction Specifications.

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