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Zeminin serbest basinc dayanimi, tasima gucu, stabilite gibi hesaplarda siklikla kullanilan ve pek cok degiskene bagli olan bir degerdir. Pek cok arastirmaci ince daneli zeminlerin serbest basinc dayanimini amprik formullerle tahmin etmeye calismistir. Ancak serbest basinc dayanimi, tahmini oldukca zor bir buyukluktur. Bu calismada laboratuvarda yapilmis serbest basinc deneyi ve endeks deneyleri sonuclarinin istatistiksel analizi yapilmis ve aralarindaki iliskiler, regresyon analizi yontemi ile belirlenmeye calisilmistir. Yapilan regresyon analizi neticesinde, zeminin endeks ozellikleri ile zeminin serbest basinc dayanimi arasindaki iliski belirlenmistir.

İNCE DANELİ ZEMİNLERİN SERBEST BASINÇ DAYANIMININ İSTATİSTİKSEL YAKLAŞIMLA BELİRLENMESİ