Tekrarlı trafik yükleri altında farklı kil içeriklerine sahip orta-sıkı kum-kil karışımlarının esneklik modülünün incelenmesi
نویسندگان
چکیده
Resilient modulus is commonly used in prediction of long-term deformation performances pavement foundation layers under repeated traffic loads. For this reason, the determination material property accurately has a great importance designs. In study, resilient medium-dense sand-clay mixtures was investigated through cyclic triaxial and heart-shaped stress paths. purpose, specimens having clay content as 0%, 5%, 10%, 20% by weight were prepared at an initial relative density 50% tested using hollow cylinder testing apparatus. According to test results, values are overestimated path, which results underestimation behavior loads compared path. Based on findings it concluded that path should be taken into consideration for more accurate
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ژورنال
عنوان ژورنال: Ni?de Ömer Halisdemir Üniversitesi mühendislik bilimleri dergisi
سال: 2021
ISSN: ['2564-6605']
DOI: https://doi.org/10.28948/ngumuh.829513