چکیده مقاله
Application of an elastoplastic viscoplastic constitutive model in shallow tunnel is presented in this paper A section of Towheed tunnel situated in Tehran as a case study was selected and analyzed using FLAC code In the first step, soil constitutive model parameters were identified using a back analysis process regarding to some of field data Prediction of time dependent behavior of tunnel was the purpose of second step of this work The obtained results indicate the capacities of constitutive model in describing time dependent behavior of selected tunnel in construction and life time phases
کلیدواژهها
نویسندگان
Mohammad Maleki
Associate Professor, Department of Civil Engineering, Bu Ali Sina University, Hamedan, Iran
محسن موسیوند
M sc Student Department of Civil Engineering, Bu Ali Sina University, Hamedan, Iran
شیوه ارجاع
Maleki, Mohammad and Mousivand, Mohsen,1391,Application of an elastoplastic-viscoplastic constitutive model for time-dependent analysis of shallow tunnels,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
مجموعه مقالات نهمین کنگره بین الملی مهندسی عمران19 اردیبهشت 1391 · اصفهان