Development of LRFD Procedures for Bridge Pile Foundations in Iowa - Volume III: Recommended Resistance Factors with Consideration of Construction Control and Setup

@inproceedings{AbdelSalam2012DevelopmentOL,
  title={Development of LRFD Procedures for Bridge Pile Foundations in Iowa - Volume III: Recommended Resistance Factors with Consideration of Construction Control and Setup},
  author={Sherif AbdelSalam and Kam Ng and Sri Sritharan and Muhannad T. Suleiman and Matthew Roling},
  year={2012}
}
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 Departments of Transportation (DOTs) toward an increased use of the LRFD in geotechnical design practices. For the above reasons, the Iowa Highway Research Board (IHRB) sponsored three research projects: TR-573, TR-583 and TR-584. The research… CONTINUE READING

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