A. YALÇIN DAYIOĞLU And M. M. İNCECİK, "Performance analysis of piled raft foundations in comparison with conventional foundation systems by using finite element method," 15th European Conference on Soil Mechanics and Geotechnical Engineering , Atina, Greece, pp.811-816, 2011
YALÇIN DAYIOĞLU, A. And İNCECİK, M. M. 2011. Performance analysis of piled raft foundations in comparison with conventional foundation systems by using finite element method. 15th European Conference on Soil Mechanics and Geotechnical Engineering , (Atina, Greece), 811-816.
YALÇIN DAYIOĞLU, A., & İNCECİK, M. M., (2011). Performance analysis of piled raft foundations in comparison with conventional foundation systems by using finite element method . 15th European Conference on Soil Mechanics and Geotechnical Engineering (pp.811-816). Atina, Greece
YALÇIN DAYIOĞLU, Aslı, And MEHMET METE İNCECİK. "Performance analysis of piled raft foundations in comparison with conventional foundation systems by using finite element method," 15th European Conference on Soil Mechanics and Geotechnical Engineering, Atina, Greece, 2011
YALÇIN DAYIOĞLU, Aslı Y. And İNCECİK, MEHMET M. . "Performance analysis of piled raft foundations in comparison with conventional foundation systems by using finite element method." 15th European Conference on Soil Mechanics and Geotechnical Engineering , Atina, Greece, pp.811-816, 2011
YALÇIN DAYIOĞLU, A. And İNCECİK, M. M. (2011) . "Performance analysis of piled raft foundations in comparison with conventional foundation systems by using finite element method." 15th European Conference on Soil Mechanics and Geotechnical Engineering , Atina, Greece, pp.811-816.
@conferencepaper{conferencepaper, author={Aslı Yalçın Dayıoğlu And author={MEHMET METE İNCECİK}, title={Performance analysis of piled raft foundations in comparison with conventional foundation systems by using finite element method}, congress name={15th European Conference on Soil Mechanics and Geotechnical Engineering}, city={Atina}, country={Greece}, year={2011}, pages={811-816} }