National Academies Press: OpenBook
« Previous: Chapter 4 - Conclusions
Page 164
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2018. Contribution of Steel Casing to Single Shaft Foundation Structural Resistance. Washington, DC: The National Academies Press. doi: 10.17226/25096.
×
Page 164
Page 165
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2018. Contribution of Steel Casing to Single Shaft Foundation Structural Resistance. Washington, DC: The National Academies Press. doi: 10.17226/25096.
×
Page 165
Page 166
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2018. Contribution of Steel Casing to Single Shaft Foundation Structural Resistance. Washington, DC: The National Academies Press. doi: 10.17226/25096.
×
Page 166
Page 167
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2018. Contribution of Steel Casing to Single Shaft Foundation Structural Resistance. Washington, DC: The National Academies Press. doi: 10.17226/25096.
×
Page 167
Page 168
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2018. Contribution of Steel Casing to Single Shaft Foundation Structural Resistance. Washington, DC: The National Academies Press. doi: 10.17226/25096.
×
Page 168
Page 169
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2018. Contribution of Steel Casing to Single Shaft Foundation Structural Resistance. Washington, DC: The National Academies Press. doi: 10.17226/25096.
×
Page 169

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.

164 AASHTO (2011). AASHTO Guide Specifications for LRFD Seismic Bridge Design. American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO (2012). AASHTO LRFD Bridge Design Specifications, Customary U.S. Units. American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO (2014). AASHTO Guide Specifications for LRFD Seismic Bridge Design, 2nd Edition, with 2015 Interim Revisions. American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO (2014). AASHTO LRFD Bridge Design Specifications, Customary U.S. Units, 7th Edition, with 2015 Interim Revisions. American Association of State Highway and Transportation Officials, Washington, D.C. ACI 318-11 (2011). Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary. American Concrete Institute (ACI), Farmington Hills, MI. AISC 341-10 (2010). Seismic Provisions for Structural Steel Buildings. American Institute of Steel Construction, Chicago, IL. AISC 360-10 (2005). Specification for Structural Steel Buildings. American Institute of Steel Construction, Chicago, IL. AISC 360-10 (2010). Specification for Structural Steel Buildings. American Institute of Steel Construction, Chicago, IL. AISC 360-16 (2016). Specification for Structural Steel Buildings. American Institute of Steel Construction, Chicago, IL. Alabama Department of Transportation (ALDOT) (2008). Bridge Bureau Structures Design and Detail Manual. https://www.dot.state.al.us/brweb/pdf/ALDOTStructuresDesignDetailManual.pdf. Anne Arundel County Maryland (2006). Design Manual. http://www.aacounty.org/departments/public-works/ engineering/design-manual/. ANSYS (2004). ANSYS Release 9.0 Documentation. SAS IP. ANSYS, Inc. API (1993). API Recommended Practices for Planning, Designing and Constructing Fixed Offshore Platforms–Load and Resistance Factor Design. American Petroleum Institute. Arizona Department of Transportation (2011). Bridge Design Guidelines. https://azdot.gov/business/engineering- and-construction/bridge/guidelines/guidelines-bridge-design, Phoenix, AZ. Baltay, P., and Gjelsvik, A. (1990). “Coefficient of Friction for Steel on Concrete at High Normal Stress.” Journal of Materials in Civil Engineering, 2(1): 46–49. Bathe, K. J. (1978). ADINA. Acoustics and Vibration Laboratory, Mechanical Engineering Department, M.I.T., Cambridge, MA. Bazant, Z. P. (1978). “Endochronic Inelasticity and Incremental Plasticity.” International Journal of Solids and Structures, 14(9): 691–714. Berman, J. W., and Bruneau, M. (2006). Further Development of Tubular Eccentrically Braced Frame Links for the Seismic Retrofit of Braced Steel Truss Bridge Piers. British Standards Institution (2005). Eurocode 4–Design of Composite Steel and Concrete Structures. Part 2, General Rules and Rules for Bridges. London, UK. Brown, D. A., Turner, J. P., and Castelli, R. J. (2010). Drilled Shafts: Construction Procedures and LRFD Design Methods. Federal Highway Administration (FHWA), Washington, D.C. Brown, N. K. (2013). “Strain Limits for Concrete Filled Steel Tubes in AASHTO Seismic Provisions.” Master of Science Thesis, North Carolina State University, Raleigh, NC. Brown, N. K., Kowalsky, M. J., and Nau, J. M. (2015). “Impact of D/t on Seismic Behavior of Reinforced Concrete Filled Steel Tubes.” Journal of Constructional Steel Research, 107: 111–123. References

References 165 Bruneau, M., and Marson, J. (2004). “Seismic Design of Concrete-Filled Circular Steel Bridge Piers.” Journal of Bridge Engineering, 9(1): 24–34. Bruneau, M., Uang, C.M., and Sabelli, S. R. (2011). Ductile Design of Steel Structures. McGraw Hill Professional. Caltrans (2003). Bridge Design Specifications. California Department of Transportation, Sacramento, CA. Caltrans (2010). Caltrans Seismic Design Criteria, Version 1.6. California Department of Transportation, Sacramento, CA. Caltrans (2013). Caltrans Seismic Design Criteria version 1.7. California Department of Transportation, Sacramento, California. Canadian Standards Association (2006). Canadian Highway Bridge Design Code. Canadian Standards Association, Mississauga, Ontario. CECS 28:90 (1991). Specification for the Design and Construction of Concrete-Filled Steel Tubular Structures. China Planning Press, Beijing. Chang P., and Dameron, R. (2009). Finite Element Analysis of Main Column Bars in Column-Shaft Foundation Connections and Analysis of Rebar Bond. David Evans and Associates, Project No. CALT00590201.ANA. Chen, W.F. (2007). Plasticity in Reinforced Concrete. J. Ross Publishing, Fort Lauderdale, FL. Cicekli, U., Voyiadjis, G. Z., and Abu Al-Rub, R. K. (2007). “A Plasticity and Anisotropic Damage Model for Plain Concrete.” International Journal of Plasticity, 23 (10–11): 1874–1900. Cox, J. V., and Herrmann, L. R. (1998). “Development of a Plasticity Bond Model for Steel Reinforcement.” Mechanics of Cohesive-Frictional Materials, 3 (2): 155–180. De Witte, F., and Jansen, J. (2010). “DIANA User’s Manual 9.4.” TNO Building and Construction Research, Delft, The Netherlands. Delaware Department of Transportation (DelDOT) (2005). Bridge Design Manual. https://www.deldot.gov/ Publications/manuals/bridge_design/index.shtml. Florida Department of Transportation (FDOT) (2000). Soils and Foundation Handbook. http://www.fdot.gov/ structures/Manuals/sfh2000.pdf. Gebman, M., Scott, A., and Jose, R. (2006). Axial Force Transfer Mechanisms Within Cast-in-steel-shell Piles. University of California, San Diego, La Jolla, CA. Georgia Department of Transportation (2013). The Bridges and Structures Manual. http://www.dot.ga.gov/ PartnerSmart/DesignManuals/BridgeandStructure/GDOT_Bridge_and_Structures_Policy_Manual.pdf. Hajjar, J. F., Gourley, B. C., Tort, C., Denavit, M. D., and Schiller, P. H. (2013). “Steel-Concrete Composite Structural Systems.” http://www.northeastern.edu/compositesystems. Hannigan, P.J., Goble, G.G., Likins, G.E., and Rausche, F. (2006). Design and Construction of Driven Pile Founda- tions (FHWA-NHI-05-043). Federal Highway Administration. HSE (1995). Offshore Installations: Guidance on Design, Construction and Certification, Third Amendment to 4th Edition. HSE Books, London. Idaho Transportation Department (ITD) (2008). Bridge Design LRFD Manual. http://itd.idaho.gov/bridge/. Illinois Department of Transportation (2012). Bridge Manual. Springfield, IL. Imani, R. (2014). “Post-Earthquake Fire Resistance of Ductile Concrete Filled Double-Skin Tube Columns.” PhD, University at Buffalo, Buffalo, NY. Indiana Department of Transportation (INDOT) (2013). Indiana Design Manual. http://www.in.gov/indot/ design_manual/design_manual_2013.htm. Iowa Department of Transportation (IOWADOT) (2012). LRFD Bridge Design Manual. https://iowadot.gov/ bridge/design-policies/bridge-design-manual. Kachanov, L. (1986). Introduction to Continuum Damage Mechanics. Springer Science + Business Media Dordrecht, New York. Kansas Department of Transportation (KDOT) (2013). Bridge LRFD Design Manual (Volume III of KDOT LRFD Design Manual). Topeka, KS. Kentucky Transportation Cabinet (KYTC) (2005). “Exhibits.” KYTC Structural Design Manual, Frankfort, KY. Kentucky Transportation Cabinet (KYTC) (2005). Structural Design Section SD-503. http://transportation. ky.gov/Structural-Design/Pages/default.aspx. Kentucky Transportation Cabinet (KYTC) (2012). Special Note 11c-Drilled Shafts. http://transportation.ky.gov/ Construction/Pages/Special-Notes—Special-Provisions.aspx. Kotsovos, M. D., and Pavlovic, M. (1995). Structural Concrete: Finite Element Analysis for Limit State Design. Thomas Telford Publishing, London. Lee, J. H., and Fenves, G. L. (1998). “Plastic-damage Model for Cyclic Loading of Concrete Structures.” Journal of Engineering Mechanics, 124 (8): 892–900. Lehman, D., and Roeder, C. (2012). “Initial Investigation of Reinforced Concrete Filled Tubes for Use in Bridge Foundations.” WSDOT Research Report WA-RD 776.1. Olympia, WA.

166 Contribution of Steel Casing to Single Shaft Foundation Structural Resistance Loland, K. E. (1980). “Continuous Damage Model for Load-response Estimation of Concrete.” Cement and Concrete Research, 10 (3): 395–402. LSTC (2013). LS-DYNA Keyword User’s Manual Version R7.0. Livermore Software Technology Corporation (LSTC), CA. Lu, Y. Q., and Kennedy, D. L. (1994). “The Flexural Behaviour of Concrete-filled Hollow Structural Sections.” Canadian Journal of Civil Engineering, 21 (1): 111-130. Lubliner, J., Oliver, J., Oller, S., and Onate, E. (1989). “A Plastic-damage Model for Concrete.” International Journal of Solids and Structures, 25 (3): 299–326. Maine Department of Transportation (MaineDOT) (2003). Bridge Design Guide. http://maine.gov/mdot/bdg/. Mander, J. B., Priestley, M. J. N., and Park, R. (1988). “Theoretical Stress–Strain Model for Confined Concrete.” Journal of Structural Engineering, 114 (8): 1804–1826. Marsh, M. L., Stringer, S. J., Stanton, J. F., Eberhard, M. O., Haraldsson, O. S., Tran, H. V., Khaleghi, B., Schultz, E., and Seguirant, S. (2013). “Precast Bent System for High Seismic Regions.” Highways for LIFE, Federal Highway Administration (FHWA), Washington, D.C. Massachusetts Department of Transportation (MassDOT) (2009). MassDOT LRFD Bridge Manual Part II. Boston, MA. Mazzoni, S., McKenna, F., Scott, M. H., and Fenves, G. L. (2006). OpenSees Command Language Manual. Pacific Earthquake Engineering Research (PEER) Center, University of California, Berkeley. McLean, D., and Smith, C. (1997). Noncontact Lap Splices in Bridge Column-Shaft Connections. Washington State Department of Transportation, Olympia, WA. Minnesota Department of Transportation (MnDOT) (2013). LRFD Bridge Design Manual. http://www.dot.state. mn.us/bridge/lrfd.html. Montana Department of Transportation (2002). Montana Structures Manual - Part II (Chapter 20–Foundations). http://www.mdt.mt.gov/publications/manuals.shtml. Moon, J., Lehman, D. E., Roeder, C. W., and Lee, H.-E. (2013). “Strength of Circular Concrete -Filled Tubes With and Without Internal Reinforcement Under Combined Loading.” Journal of Structural Engineering, 139(12). Moon, J., Roeder, C. W., Lehman, D. E., and Lee, H.-E. (2012). “Analytical Modeling of Bending of Circular Concrete-filled Steel Tubes.” Engineering Structures, 42, 349–361. Morino, S., and Tsuda, K. (2003). “Design and Construction of Concrete-filled Steel Tube Column System in Japan.” Earthquake Engineering and Engineering Seismology, 4 (1). Murcia-Delso, J. (2013). “Bond-Slip Behavior and Development of Bridge Column Longitudinal Reinforcing Bars in Enlarged Pile Shafts.” PhD Thesis, University of California-San Diego. Nakahara, H., and Tsumura, R. (2014). “Experimental Study on Shearing Behavior of Circular CFT Short Column.” Journal of Structural and Construction Engineering (Transactions of AIJ), 79, 1385–1393. National Standards Authority of Ireland (NSAI) (2005). Eurocode 4: Design of Composite Steel and Concrete Structures. Part 1-1, General Rules and Rules for Buildings. Dublin, Ireland. Nebraska Department of Roads (2012). Geotechnical Policies and Procedures. Nebraska Department of Roads Bridge Division (2013). Bridge Office Policies and Procedures (BOPP). http:// govdocs.nebraska.gov/epubs/R6000/H044-2013.pdf. Nevada Department of Transportation (NDOT) (2008). Structures Manual. Carson City, NV. New Jersey Department of Transportation (2009). Design Manual for Bridges and Structures. http://www.state.nj.us/ transportation/eng/documents/BSDM/pdf/2016DesignManualforBridgesandStructures20160929.pdf. New York State Department of Transportation (NYSDOT) (2011). NYSDOT LRFD Bridge Design Specifications- EI 11-021. https://www.dot.ny.gov/portal/pls/portal/MEXIS_APP.EI_EB_DOC_DETAILS.show?p_arg_ names=doc_id&p_arg_values=10821. O’Neil, M., and Reese, L. (1988). Drilled Shafts: Construction and Procedures and Design Methods. Federal Highway Administrations (FHWA), Washington, D.C. O’Neil, M., and Reese, L. (1999). Drilled Shafts: Construction and Procedures and Design Methods. Federal Highway Administrations (FHWA), Washington, D.C. Ohio Department of Transportation (2007). Bridge Design Manual (BDM). https://www.dot.state.oh.us/Divisions/ Engineering/Structures/standard/Bridges/Pages/BDM2007.aspx. Oregon Department of Transportation (2013). Bridge Design and Drafting Manual. Salem, OR. Ortiz, M., and Popov, E. P. (1982). “Plain Concrete as a Composite Material.” Mechanical Materials, 1: 139–150. Pennsylvania Department of Transportation (2012). Design Manual, Part 4 (DM-4). https://www.dot.state.pa.us/ public/PubsForms/Publications/PUB%2015M.pdf. Qian, J., Cui, Y., and Fang, X. (2007). “Shear Strength Tests of Concrete Filled Steel Tube Columns.” Tumu Gongcheng Xuebao(China Civil Engineering Journal), 40 (5): 1–9. Rabbat, B., and Russell, H. (1985). “Friction Coefficient of Steel on Concrete or Grout.” Journal of Structural Engineering, 111 (3): 505–515.

References 167 Roeder, C., Lehman, D., and Bishop, E. (2010). “Strength and Stiffness of Circular Concrete-filled Tubes.” Journal of Structural Engineering, 136 (12): 1545–1553. Roeder, C., Lehman, D., and Maki, A. (2016). Shear Design Expressions for Concrete Filled Steel Tube and Reinforced Concrete Filled Tube Components. Washington State Department of Transportation (WSDOT), Seattle, WA. Roeder, C. W., Lehman, D. E., and Thody, R. (2009). “Composite Action in CFT Components and Connections.” Engineering Journal, 46 (4): 229-242. Schlaich, J., and Schafer, K. (1991). “Design and Detailing of Structural Concrete Using Strut-and-Tie Models.” The Structural Engineer, 69, 113-125. SEESL (2014). Structural Engineering and Earthquake Simulation Laboratory (SEESL) Manual. http://nees. buffalo.edu/docs/labmanual/SEESLLabManual.pdf. Simulia (2012). Abaqus 6.12 Documentation, Dassault Systèmes SIMULIA Corporation. South Carolina Department of Transportation (SCDOT) (2008). Seismic Design Specifications for Highway Bridges. SCDOT, Columbia, S.C. Standards New Zealand (2006). Concrete Structures Standard–Part 1 (NZS 3101), Wellington, N.Z. Susantha, K., Ge, H., and Usami, T. (2001). “Uniaxial Stress–Strain Relationship of Concrete Confined by Various Shaped Steel Tubes.” Engineering Structures, 23 (10): 1331–1347. Texas Department of Transportation (TxDOT) (2012). Texas DOT Bridge Standards (Common Foundation Details). Austin, TX. Texas Department of Transportation (TxDOT) (2013). Bridge Design Manual–LRFD. http://onlinemanuals. txdot.gov/txdotmanuals/lrf/lrf.pdf. Thomas, M. A., and Chitty, D. E. (2011). Constitutive Soil Properties for Mason Sand and Kennedy Space Center. https://ntrs.nasa.gov/archive/nasa/casi.ntrs.nasa.gov/20120000504.pdf. Vermont Agency of Transportation (VTrans) (2010). Structures Design Manual-SD5-2012.9.13. https://outside. vermont.gov/agency/VTRANS/external/CADD/Shared%20Documents/UVM_Project/2010%20Structures %20Design%20Manual.pdf. Washington State Department of Transportation (WSDOT) (2012). Bridge Design Manual LRFD. Olympia, WA. Washington State Department of Transportation (WSDOT) (2012). “Structural Design Recommendations of CFT and RCFT for Bridge Foundation (Bridge Design Memorandum No. 13-2012).” Olympia, WA. Washington State Department of Transportation (WSDOT) (2014). Bridge Design Manual LRFD. Olympia, WA. Washington State Department of Transportation (WSDOT) (2016). Bridge Design Manual LRFD. Olympia, WA. Willam, K., and Warnke, E. “Constitutive Model for the Triaxial Behavior of Concrete.” Proceeding of the International Association for Bridge and Structural Engineering, Bergamo, Italy. Wisconsin Department of Transportation (WisDOT) (2013). Bridge Design Manual. http://wisconsindot.gov/ Pages/doing-bus/eng-consultants/cnslt-rsrces/strct/bridge-manual.aspx. Xiao, C., Cai, S., Chen, T., and Xu, C. (2012). “Experimental Study on Shear Capacity of Circular Concrete Filled Steel Tubes.” Steel and Composite Structures, 13 (5): 437–449. Xu, C., Haixiao, L., and Chengkui, H. (2009). “Experimental Study on Shear Resistance of Self-Stressing Concrete Filled Circular Steel Tubes.” Journal of Constructional Steel Research, 65 (4): 801–807. Ye, Y., Han, L.-H., Tao, Z., and Guo, S.-L. (2016). “Experimental Behaviour of Concrete-filled Steel Tubular Members Under Lateral Shear Loads.” Journal of Constructional Steel Research, 122, 226–237.

Abbreviations and acronyms used without definitions in TRB publications: A4A Airlines for America AAAE American Association of Airport Executives AASHO American Association of State Highway Officials AASHTO American Association of State Highway and Transportation Officials ACI–NA Airports Council International–North America ACRP Airport Cooperative Research Program ADA Americans with Disabilities Act APTA American Public Transportation Association ASCE American Society of Civil Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials ATA American Trucking Associations CTAA Community Transportation Association of America CTBSSP Commercial Truck and Bus Safety Synthesis Program DHS Department of Homeland Security DOE Department of Energy EPA Environmental Protection Agency FAA Federal Aviation Administration FAST Fixing America’s Surface Transportation Act (2015) FHWA Federal Highway Administration FMCSA Federal Motor Carrier Safety Administration FRA Federal Railroad Administration FTA Federal Transit Administration HMCRP Hazardous Materials Cooperative Research Program IEEE Institute of Electrical and Electronics Engineers ISTEA Intermodal Surface Transportation Efficiency Act of 1991 ITE Institute of Transportation Engineers MAP-21 Moving Ahead for Progress in the 21st Century Act (2012) NASA National Aeronautics and Space Administration NASAO National Association of State Aviation Officials NCFRP National Cooperative Freight Research Program NCHRP National Cooperative Highway Research Program NHTSA National Highway Traffic Safety Administration NTSB National Transportation Safety Board PHMSA Pipeline and Hazardous Materials Safety Administration RITA Research and Innovative Technology Administration SAE Society of Automotive Engineers SAFETEA-LU Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (2005) TCRP Transit Cooperative Research Program TDC Transit Development Corporation TEA-21 Transportation Equity Act for the 21st Century (1998) TRB Transportation Research Board TSA Transportation Security Administration U.S.DOT United States Department of Transportation

TRA N SPO RTATIO N RESEA RCH BO A RD 500 Fifth Street, N W W ashington, D C 20001 A D D RESS SERV ICE REQ U ESTED ISBN 978-0-309-44682-2 9 780309 446822 9 0 0 0 0 N O N -PR O FIT O R G . U .S. PO STA G E PA ID C O LU M B IA , M D PER M IT N O . 88 Contribution of Steel Casing to Single Shaft Foundation Structural Resistance N CH RP Research Report 872 TRB

Contribution of Steel Casing to Single Shaft Foundation Structural Resistance Get This Book
×
 Contribution of Steel Casing to Single Shaft Foundation Structural Resistance
MyNAP members save 10% online.
Login or Register to save!
Download Free PDF

TRB's National Cooperative Highway Research Program (NCHRP) Research Report 872: Contribution of Steel Casing to Single Shaft Foundation Structural Resistance proposes revisions to bridge design specifications based on comprehensive analytical and testing programs for investigating the effects of steel casing. Bridges are often constructed with a single enlarged shaft foundation supporting a column. In many cases, the shaft foundation is constructed with a permanent steel casing. The combination of the steel casing and the interior reinforced concrete is typically called Concrete-Filled Steel Tube (CFST) or Reinforced Concrete-Filled Steel Tube (RCFST). Determining the properties of the composite RCFST section and at what point along the shaft the section can be considered a composite section may lead to design improvements a reduction in construction cost.

READ FREE ONLINE

  1. ×

    Welcome to OpenBook!

    You're looking at OpenBook, NAP.edu's online reading room since 1999. Based on feedback from you, our users, we've made some improvements that make it easier than ever to read thousands of publications on our website.

    Do you want to take a quick tour of the OpenBook's features?

    No Thanks Take a Tour »
  2. ×

    Show this book's table of contents, where you can jump to any chapter by name.

    « Back Next »
  3. ×

    ...or use these buttons to go back to the previous chapter or skip to the next one.

    « Back Next »
  4. ×

    Jump up to the previous page or down to the next one. Also, you can type in a page number and press Enter to go directly to that page in the book.

    « Back Next »
  5. ×

    To search the entire text of this book, type in your search term here and press Enter.

    « Back Next »
  6. ×

    Share a link to this book page on your preferred social network or via email.

    « Back Next »
  7. ×

    View our suggested citation for this chapter.

    « Back Next »
  8. ×

    Ready to take your reading offline? Click here to buy this book in print or download it as a free PDF, if available.

    « Back Next »
Stay Connected!