Welcome to ROSA P |
Stacks Logo
Advanced Search
Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.
 
 
Help
Clear All Simple Search
Advanced Search
Development of variable LRFD \0x03C6 factors for deep foundation design due to site variability [summary].
  • Published Date:
    2012
  • Language:
    English
Filetype[PDF-274.35 KB]


Details:
  • Supporting Files:
    No Additional Files
No Related Documents.
You May Also Like:
  1. Development of variable LRFD \0x03C6 factors for deep foundation design due to site variability.
    Published Date:
    2012-04-01
    Abstract:
    The current design guidelines of Load and Resistance Factor Design (LRFD) specifies constant valuesfor deep foundation design, based on analytical method selected and degree of redundancy of the pier.However, investigation of multiple sites in Florid...
    File Type:
    Filetype[PDF - 3.69 MB]
  2. Resistance factors for 100% dynamic testing, with and without static load tests.
    Published Date:
    2011-05-01
    Abstract:
    Current department of transportation (DOT) and Federal Highway Administration (FHWA) practice has highlyvariable load and resistance factor design (LRFD) resistance factors, Φ, for driven piles from design (e.g., StandardPenetration Tests (SPT), Con...
    File Type:
    Filetype[PDF - 1.33 MB]
  3. Modification of LRFD resistance factors based on site variability : final report, November 2009.
    Published Date:
    2009-11-01
    Abstract:
    Current practice by the Florida Department of Transportation (FDOT), Federal Highway Administration (FHWA), and American Association of State Highway Transportation Officials (AASHTO) for deep foundation design is to use a constant load and resistanc...
    File Type:
    Filetype[PDF - 2.76 MB]
  4. Performance based design of laterally loaded drilled shafts.
    Published Date:
    2013-12-01
    Abstract:
    Reliability-based design of deep foundations such as drilled shafts has been increasingly important due to theheightened awareness of the importance of risk management. The load and resistance factor design has beenimplemented by FHWA since 2007. Nev...
    File Type:
    Filetype[PDF - 4.22 MB]
  5. Development of LRFD procedures for bridge pile foundations in Iowa - volume III : recommended resistance factors with consideration of construction control and setup.
    Published Date:
    2012-02-01
    Abstract:
    The Federal Highway Administration (FHWA) mandated utilizing the Load and Resistance Factor Design (LRFD) approach for all new bridges initiated in the United States after October 1, 2007. As a result, there has been a progressive move among state De...
    File Type:
    Filetype[PDF - 12.40 MB]