
Bu calismada, yogrulmus kil zeminler uzerine insa edilen granuler dolgu tabakasina oturan dairesel temellerin yuk tasima kapasiteleri, 6 ve 9 cm capli temeller icin, laboratuvar model deneyleri ile incelenmistir. Deneyler sonucunda yuk-oturma egrileri cizilerek, dairesel temellerin tasima gucu ve oturma davranislari incelenmistir. Iki farkli temel capi icin karsilastirma yapildiginda, olcek etkisinin bulunmadigi gorulmustur. Deneysel veriler literaturde sunulan analitik bir baginti ile karsilastirilarak, uyum icerisinde oldugu gorulmustur
Circular footing;Layered soil;Model test;Bearing capacity, Dairesel temel;Tabakalı zemin;Model deney;Taşıma kapasitesi
Circular footing;Layered soil;Model test;Bearing capacity, Dairesel temel;Tabakalı zemin;Model deney;Taşıma kapasitesi
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