Hamza Gullu; University of Gaziantep; Hanifi Canakci; University of Gaziantep; Recep Iyisan; Istanbul Technical University
(International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
This paper presents the effect of soil material model on slope under vibration loading. Ahard consistency clay is assumed within an example slope profile with the height of 10m andangle 25 for the evaluations. The linear ...