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Interaction of Laterally Loaded Free Head Barrette Pile in Elastic Soils

5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Lefkoşe/KUZEY KIBRIS TÜRK CUMHURİYETİ, Vol. 305, 30 Haziran 2022, s. 165-172, ISSN: 2366-2557

TANER YAŞAR, ÖZDEN GÜRKAN

Gürkan Özden Full Text Proceedings Paper Interaction factorBarrette pileElastic soil· Pile orientationPile-soil-interaction interaction

Investigation of soil-pile-soil interaction for orthogonal barrette piles

Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2022

YAŞAR TANER

Gürkan Özden Thesis Post Graduate Completed

Influence of Excess Pore Pressure Development on Inertial Pile Response

5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Lefkoşe/KUZEY KIBRIS TÜRK CUMHURİYETİ, Vol. 305, 30 Haziran 2022, s. 203-211, ISSN: 2366-2557

YUMUK HANDE, ÖZDEN GÜRKAN

Gürkan Özden Full Text Proceedings Paper Liquefiable soils· Laterally loaded pileExcess pore pressurePile-soil interaction

Inelastic transient analysis of piles in nonhomogeneous soil

STRUCTURAL ENGINEERING AND MECHANICS, Vol. 26, No. 5, 2007, s. 545-556, ISSN: 1225-4568

KÜÇÜKARSLAN SEMİH,BANERJEE P. K.

Semih Küçükarslan Article pile-soil interactioninelastic behaviorpile dynamicstransient response of pilesLOADED SINGLE PILESDYNAMIC-ANALYSISVIBRATIONMODELBEM

Inelastic analysis of pile soil interaction

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, Vol. 130, No. 11, Kasım 2004, s. 1152-1157, ISSN: 1090-0241

KÜÇÜKARSLAN SEMİH,BANERJEE SREEPARNA

Semih Küçükarslan Article

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