چکیده مقاله
The creep behavior of soil may be interpreted using viscoelastic models Current paper presents an interpretation of soil consolidation test results based on the generalized Maxwell model Several consolidation tests were carried out on different types of soil and time dependent behaviors were studied Then constants of generalized Maxwell body dependency on effective stress, and creep settlement dependency on variation of G1 η 1,η 2 were evaluated The proposed method was also compared with cα method It was conclude that the proposed model is an effective and useful tool for definition of creep behavior explicitly in long term
کلیدواژهها
نویسندگان
J. Sadrekarimi
Associate professor
A. Zekri
MSc Geot Eng
شیوه ارجاع
J. Sadrekarimi, and A. Zekri, ,1385,A New Method to Evaluate Creep Settlement of Soils,7th International Congress on Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات هفتمین کنگره بین المللی مهندسی عمران17 اردیبهشت 1385 · تهران