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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2008. Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments. Washington, DC: The National Academies Press. doi: 10.17226/14189.
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Page 134
Page 135
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2008. Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments. Washington, DC: The National Academies Press. doi: 10.17226/14189.
×
Page 135
Page 136
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2008. Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments. Washington, DC: The National Academies Press. doi: 10.17226/14189.
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Page 136

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

134 18. Davis, C. A. and J. P. Bardet (2000). “Responses of Buried Corru- gated Metal Pipes to Earthquakes.” ASCE Journal of Geotechnical and Environmental Engineering, Vol. 126, No. 1, pp 28–39. 19. Davis, C. A. and J. P. Bardet (1999). “Seismic Analysis of Buried Flexible Pipes.” ASCE Geotechnical Special Publication No. 75— Geotechnical Earthquake Engineering and Soil Dynamics III, Vol. 2. 20. DESRA (1978). “DESRA-2: Dynamic Effective Stress Response Analysis of Soil Deposits with Energy Transmitting Boundary In- cluding Assessment of Liquefaction Potential.” Developed by M. K. W. Lee and W. D. Finn, Department of Civil Engineering, University of British Columbia, Soil Mechanics Series No. 38, 1978-06-23, Vancouver, BC, Canada. 21. Dickenson, S. E., N. J. McCullough, M. G. Barkau, and B. J. Wavra (2002). “Assessment and Mitigation of Liquefaction Hazards to Bridge Approach Embankments in Oregon.” Oregon Department of Transportation and Federal Highways Administration, Nov. 22. Elms D. A., and G. R. Martin (1979). “Factors Involved in the Seismic Design of Bridge Abutments.” Proceedings, Workshop on Seismic Problems Related to Bridges, Applied Technology Coun- cil, San Diego, Calif. 23. Ensoft (2005). “PY WALL 2.0: A Program for Analysis of Flexible Retaining Walls.” Ensoft, Inc., www.ensoftinc.com. 24. FHWA (2003). “Soil Nail Walls.” Geotechnical Circular No. 7, FHWA0-IF-03-017, Federal Highways Administration, March. 25. FHWA (1999). “Ground Anchors and Anchored Systems.” Geo- technical Engineering Circular No. 4, FHWA-IF-99-015, Federal Highways Administration, June. 26. FHWA (1998a). “Geotechnical Earthquake Engineering.” Publica- tion No. FHWA HI-99-012, Federal Highways Administration, December. 27. FHWA (1998b). “Design Manual for Permanent Ground Anchor Walls.” FHWA-RD-97-130, Federal Highways Administration, September. 28. FHWA (1996). “Geotechnical Engineering Circular No. 2— Earth Retaining Systems.” FHWA-SA-96-038, Federal Highways Administration. 29. Golder (2006). “GoldNail: The Golder Modeling Program for Soil Nail Design.” Golder Associates, www.golder.com. 30. Hamada, M., R. Isoyama, and K. Wakamatsu (1996). “Liquefaction- Induced Ground Displacement and Its Related Damage to Lifeline Facilities.” Soils and Foundations, Special Issue. 31. Holzer, T. L., M. J. Bennett, J. C. Tinsley, III, D. J. Ponti, and R. V. Sharp (1996). “Causes of Ground Failure in Alluvium during the Northridge, California, Earthquake of January 17, 1994.” Technical Report NCEER-96-0012, National Center for Earthquake Engineer- ing Research. References 1. Abrahamson, N. (2005). “Selection of Ground Motion Time Series and Limits on Scaling,” Personal Communication. 2. ADAMA Engineering (2005a). “Mechanically Stabilized Earth Walls: Program MSEW 3.0.” www.GeoPrograms.com. 3. ADAMA Engineering (2005b). “ReSSA (2.0) Reinforced Slope Stability Analysis.” www.GeoPrograms.com. 4. American Association of State Highway and Transportation Officials (2007). “AASHTO LRFD Bridge Design Specifications, Customary U.S. Units.” 4th Edition. 5. American Association of State Highway and Transportation Officials (2002). “Standard Specification for Highway Bridges.” 17th Edition. 6. American Lifelines Alliance (2001). “Seismic Fragility Formulations for Water System,” ASCE, Part 1—Guidelines, April. 7. ASCE (1994). “Guidelines for the Seismic Design of Oil and Gas Pipeline Systems.” ASCE, Committee on Gas and Liquid Fuel Life- lines, ASCE Technical Council on Lifeline Earthquake Engineering, ASCE. 8. Ballinger, C. A. and P. G. Drake (1995). “Culvert Repair Practices Manual: Volumes I and II.” Report No. FHWA-RD-94-096, Federal Highway Administration, Washington, D.C. 9. Bathurst, R. J. and Z. 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135 32. Hynes, M. E. and A. G. Franklin (1984). “Rationalizing the Seismic Coefficient Method.” Miscellaneous Paper GL-84-13, U.S. Army Waterways Experiment Station, Vicksburg, Miss. 33. IBC (2006). “International Building Code.” International Code Council. 34. Imbsen, Roy A. (2006). “Recommended LRFD Guidelines for the Seismic Design of Highway Bridges.” NCHRP Project 20-07, Task 193. Transportation Research Board of the National Academies, Washington, D.C. 35. Itasca (2007). “FLAC—Fast Lagrangian Analysis of Continua.” HCItasca, www.itascag.com. 36. Janson, L-E. (2003). Plastic Pipes for Water Supply and Sewage Disposal. 4th Ed. Borealis, Stockholm, Sweden. 37. Johnson, E. R., M. C. Metz, and D. A. Hackney (2003). “Assess- ment of the Below-Ground Trans-Alaska Pipeline Following the Magnitude 7.9 Denali Fault Earthquake.” TCLEE, Monograph 25, Technical Committee on Lifeline Earthquake Engineering, American Society of Civil Engineers. 38. Kramer, S. L. (1996). Geotechnical Earthquake Engineering. Prentice Hall. 39. Leschinsky, D. and J. Han (2004). “Geosynthetic Reinforced Multi- tiered Walls.” Journal of Geotechnical and Geoenvironmental Engi- neering, ASCE, Vol. 130, No. 12, pp 1225–1235. 40. Ling, H. I., D. Leschinsky, and E. B. Perry (1997). “Seismic Design and Performance of Geosynthetic-Reinforced Soil Structures.” Geo- technique, Vol. 47, No. 5, pp 933–952. 41. Makdisi, F. I., and H. B. Seed (1978). “Simplified Procedure for Estimating Dam and Embankment Earthquake-Induced Defor- mations.” Journal of Geotechnical Engineering, ASCE, Vol. 104, GT7, pp 849–867. 42. Martin, G. R. and P. Qiu (1994). “Effects of Liquefaction on Vul- nerability Assessment.” NCEER Highway Project on Seismic Vulnerability of New and Existing Highway Construction, Year One Research Tasks, Technical Research Papers. 43. MCEER (2006). “Seismic Retrofitting Manual for Highway Struc- tures: Part 2—Retaining Walls, Slopes, Tunnels, Culverts, and Road- ways.” MCEER-0-SP11, Multi-Disciplinary Center for Earthquake Engineering Research. 44. MCEER (1999). “Response of Buried Pipelines Subject to Earth- quake Effects.” MCEER Monograph Series No. 3, Multi-Disciplinary Center for Earthquake Engineering Research. 45. McGrath, T. J., I. D. Moore, E. T. Selig, M. C. Webb, and B. Taleb (2002). NCHRP Report 473: Recommended Specifications for Large- Span Culverts. TRB, National Research Council, Washington, D.C. 46. McGuire, R. K., W. J. Silva, and C. J. Costantino (2001). “Techni- cal Basis for Revision of Regulatory Guidance on Design Ground Motions: Hazard- and Risk-Consistent Ground Motion Spectra Guidelines.” NUREG/CR-6728, U.S. Nuclear Regulatory Commis- sion, Office of Nuclear Regulatory Research, Washington. 47. Moore, I. D. (1989). “Elastic Buckling of Buried Flexible Tubes— A Review of Theory and Experiment.” Journal of Geotechnical En- gineering, ASCE, Vol. 115, No. 3, March, pp 340–358. 48. NCEER (1996). “Highway Culvert Performance During Earth- quake.” NCEER Technical Report NCEER-96-0015, National Center for Earthquake Engineering Research, November. 49. NCEER (1992). “Case Studies of Liquefaction and Lifeline Perfor- mance during Past Earthquakes.” Technical Report NCEER-92-0001, Volume 1, M. Hamada, and T. D. O’Rourke Eds., National Center for Earthquake Engineering Research. 50. NCHRP Report 472: Comprehensive Specification for the Seismic Design of Bridges (2002). TRB, National Research Council, Wash- ington, D.C. 51. NUREG/CR-6728 (2001). “Technical Basis for Revision of Regula- tory Guidance on Design Ground Motions: Hazard- and Risk- Consistent Ground Motion Spectra Guidelines.” Nuclear Regulatory Commission. 52. Olson, S. M. and T. D. Stark (2002). “Liquefied Strength Ratio from Liquefaction Flow Failure Case Histories.” Canadian Geo- technical Journal, Vol. 39, June, pp 629–647. 53. O’Rourke, T. D. (1998). “An Overview of Geotechnical and Lifeline Earthquake Engineering.” ASCE Geotechnical Special Publication No. 75—Geotechnical Earthquake Engineering and Soil Dynamics III, Vol. 2. 54. O’Rourke, M. J. and X. Liu (1996). “Continuous Pipeline Subject to Transient PGD: A Comparison of Solutions.” Technical Report NCEER-96-0012, National Center for Earthquake Engineering Research. 55. Paulsen, S. (2002). A Numerical Model for Estimating Seismic Dis- placements of Reinforced Steep Slopes. Master of Science Thesis, University of Washington, Seattle. 56. Paulsen, S. B. and Kramer, S. L. (2004). “A Predictive Model for Seismic Displacements of Reinforced Slopes.” Geosynthetics Inter- national, Vol. 11, No. 6, pp 407–428. 57. Peck, R. B., A. J. Hendron, and B. Mohraz (1972). “State of the Art of Soft Ground Tunneling.” Proceedings of the Rapid Excavation and Tunneling Conference, Chicago, IL, Vol. 1. 58. Peng, J. (1998). “Seismic Sliding and Tilting of Retaining Walls in Kobe Earthquake.” Master of Science Thesis, State University of New York, Buffalo. 59. Pockoski, M. and J. M. Duncan (2000). “Comparison of Computer Programs for Analysis of Reinforced Slopes.” Virginia Polytechnic Institute and State University, the Charles E. Via, Jr., Department of Civil and Environmental Engineering, Center for Geotechnical Practice and Research, Blacksburg, VA, December. 60. Prakash S., and S. Saran (1966). “Static and Dynamic Earth Pres- sure Behind Retaining Walls.” Proceedings, 3rd Symposium on Earthquake Engineering, Roorkee, India, Vol. 1, pp 273–288. 61. QUAD-4M (1994). “A Computer Program to Evaluate the Seismic Response of Soil Structures Using Finite Element Procedures and Incorporating a Compliant Base.” University of California, Davis. 62. 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136 69. Seed H. B. and J. K. Mitchell (1981). “Earthquake Resistant Design of Reinforced Earth Walls.” Internal Study, progress report, Berkeley, Calif. 70. Seed, H. B. and R. V. Whitman (1970). “Design of Earth Retaining Structures for Dynamic Loads.” 1970 Specialty Conference Lateral Stresses in the Ground and Design of Earth Retaining Structures, ASCE, June, pp 103–147. 71. Seed, R. B. and L. F. Harder (1990). “SPT-Based Analysis of Pore Pressure Generation and Undrained Residual Strength.” In Proceed- ings of the H. B. Seed Memorial Symposium, Vol. 2, pp 351–376. 72. Segrestin, P. and M. L. Bastick (1988). “Seismic Design of Rein- forced Earth Retaining Walls—The Contribution of Finite Element Analysis.” International Geotechnical Symposium on Theory and Practice of Earth Reinforcement, Fukuoka, Japan, October. 73. SHAKE91 (1992). “A Computer Program for Conducting Equiva- lent Linear Seismic Response Analyses of Horizontally Layered Soil Deposits.” University of California, Davis. 74. Shamsabadi, A. (2006). CT-FLEX—Computer Manual. Office of Earthquake Engineering, California Department of Transportation, Sacramento, Calif. 75. Shamsabadi, A. (2000). “Static and Dynamic Evaluation of Bridge Abutment Capacity.” Engineer Degree (Civil) Thesis, Department of Civil and Environmental Engineering, California State University, Long Beach, Long Beach, Calif. 76. Shamsabadi, A., K. M. Rollins, and M. Kapuskar (2007). “Non- linear Soil-Abutment-Bridge Structure Interaction for Seismic Performance-Based Design.” Journal of Geotechnical and Geo- environmental Engineering, ASCE, Vol. 133, No. 6, pp 707–720. 77. Shastid, T., J. Prospero, and J. Eidinger (2003). “Southern Loop Pipeline—Seismic Installation in Today’s Urban Environment.” TCLEE, Monograph 25, Technical Committee on Lifeline Earth- quake Engineering, American Society of Civil Engineers. 78. Siddharthan, R., S. Ara, and G. Norris (1992). “Simple Rigid Plastic Model for Seismic Tilting of Rigid Walls.” Journal of Struc- tural Engineering, ASCE, Vol. 118, No. 2, pp 469–467. 79. SNAIL. “SNAILZ: Soil Reinforcement Program.” California Depart- ment of Transportation. 80. Udaka T. (1982). “A Method for Soil-Structure Interaction Analysis.” Proceedings of the Symposium on the Use of Computers in Buildings Engineering, Japan, March. 81. USGS (2005). “USGS National Seismic Hazard Mapping Project.” United States Geological Survey, http://earthquake.usgs.gov/ hazmaps/products_data/48_States/index.htm 82. Vrymoed, J. (1989). “Dynamic Stability of Soil-Reinforced Walls.” In Transportation Research Board Record 1242, TRB, National Research Council, Washington, D.C., pp. 29–45. 83. Wang, J., (1993). “Seismic Design of Tunnels—A Simple State-of- the-Art Design Approach.” William Barclay Parsons Fellowship, Parsons Brinckerhoff, Monograph 7. 84. Whitman, R. V. (1990). “Seismic Analysis and Behavior of Retaining Walls.” Geotechnical Special Publication No. 25, ASCE, Design and Performance of Earth Retaining Structures, ed. P. Lambe and L. Hansen, June, pp. 817–839. 85. Youd, T. L. and C. J. Beckman, (2003). “Performance of Corrugated Metal Pipe (CMP) Culverts during Past Earthquakes.” TCLEE, Monograph 25. 86. Youd, T. L., C. M. Hansen, and S. F. Bartlett (2002). “Revised Multi- linear Regression Equations for Prediction of Lateral Spread Dis- placements.” Journal of Geotechnical and Environmental Engineering, ASCE, Vol. 128, No. 12, pp 1007–1017.

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 Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments
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TRB’s National Cooperative Highway Research Program (NCHRP) Report 611: Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments explores analytical and design methods for the seismic design of retaining walls, buried structures, slopes, and embankments. The Final Report is organized into two volumes. NCHRP Report 611 is Volume 1 of this study. Volume 2, which is only available online, presents the proposed specifications, commentaries, and example problems for the retaining walls, slopes and embankments, and buried structures.

The appendices to NCHRP Report 611 are available online and include the following:

A. Working Plan

B. Design Margin—Seismic Loading of Retaining Walls

C. Response Spectra Developed from the USGS Website

D. PGV Equation—Background Paper

E. Earthquake Records Used in Scattering Analyses

F. Generalized Limit Equilibrium Design Method

G. Nonlinear Wall Backfill Response Analyses

H. Segrestin and Bastick Paper

I. MSE Wall Example for AASHTO ASD and LRFD Specifications

J. Slope Stability Example Problem

K. Nongravity Cantilever Walls

View information about the TRB Webinar on Report 611: Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments: Wednesday, February 17, 2010

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