LRFD Resistance Factors for Design of Driven H-Piles in Layered Soils-Reference-Cited by-同舟云学术

LRFD Resistance Factors for Design of Driven H-Piles in Layered Soils

Published:2011-11 Issue:6 Volume:16 Page:739-748
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

AbdelSalam Sherif S.¹²³,Sritharan Sri¹²³,Suleiman Muhannad T.¹²³

Affiliation:

1. Lecturer, Civil Engineering Dept., Faculty of Engineering, British Univ. in Egypt, Building A, Room 204, 11837—P.O. Box 43, El Sherouk City, Cairo, Egypt.

2. Wilson Engineering Professor and Associate Chair, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 376 Town Engineering, Ames, IA 50011-3232 (corresponding author).

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Lehigh University, STEPs Building, Room 326, 1 West Packer Ave., Bethlehem, PA 18015.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000253

Reference23 articles.

1. AbdelSalam S. S. (2010). “Behavior characterization and development of LRFD resistance factors for axially-loaded steel piles in bridge foundations.” Ph.D. dissertation Iowa State Univ. Ames IA.

2. Current Design and Construction Practices of Bridge Pile Foundations with Emphasis on Implementation of LRFD

3. Allen T. M. (2005). “Development of the WSDOT pile driving formula and its calibraton of load and resistance factor design (LRFD).” Rep. No. WA-RD 610.1 Washington State Department of Transportation Seattle WA.

4. American Petroleum Institute (API). (1974). “Recommendations for timber piles design manufacture and installation of concrete piles.” API Rep.No. 543R-74 Washington DC.

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