AKBAŞ, S. O. And Kulhawy, F. H. 2011. Reliability-based design of shallow foundations in cohesionless soils under compression loading: Ultimate limit state. 11th International Conference on Applications of Statistics and Probability in Civil Engineering (IC ASP) , (Zürich, Switzerland), 1659-1665.

AKBAŞ, S. O., & Kulhawy, F. H., (2011). Reliability-based design of shallow foundations in cohesionless soils under compression loading: Ultimate limit state . 11th International Conference on Applications of Statistics and Probability in Civil Engineering (IC ASP) (pp.1659-1665). Zürich, Switzerland

AKBAŞ, SAMİ, And F. H. Kulhawy. "Reliability-based design of shallow foundations in cohesionless soils under compression loading: Ultimate limit state," 11th International Conference on Applications of Statistics and Probability in Civil Engineering (IC ASP), Zürich, Switzerland, 2011

AKBAŞ, SAMİ O. And Kulhawy, F. H. . "Reliability-based design of shallow foundations in cohesionless soils under compression loading: Ultimate limit state." 11th International Conference on Applications of Statistics and Probability in Civil Engineering (IC ASP) , Zürich, Switzerland, pp.1659-1665, 2011

AKBAŞ, S. O. And Kulhawy, F. H. (2011) . "Reliability-based design of shallow foundations in cohesionless soils under compression loading: Ultimate limit state." 11th International Conference on Applications of Statistics and Probability in Civil Engineering (IC ASP) , Zürich, Switzerland, pp.1659-1665.

@conferencepaper{conferencepaper, author={SAMİ OĞUZHAN AKBAŞ And author={F. H. Kulhawy}, title={Reliability-based design of shallow foundations in cohesionless soils under compression loading: Ultimate limit state}, congress name={11th International Conference on Applications of Statistics and Probability in Civil Engineering (IC ASP)}, city={Zürich}, country={Switzerland}, year={2011}, pages={1659-1665} }