چکیده مقاله
This study aims at determining the settlements of a foundation under uniform surcharges over the soil surface In this regard a Finite Element program has been developed For the sake of numerical modeling, all sides of the set of soil unless its top surface are being considered fixed and hence, with prescribed zero deformation There is an excavation in the foundation domain and thus for practical engineering purposes, deformations of the excavation must be properly investigated and lower than an allowable limit Three different cases have been simulated, here The first case is foundation with an excavation and uniform rectangular loading In the second case, the rectangular code changed with triangular loading in the left hand side In the third case, a tunnel has been added to the second case
کلیدواژهها
نویسندگان
Mohammad Afrazi
Dept of Civil and Environmental Eng Tarbiat Modares University M Sc of Geotechnical Engineering Tehran, Iran
محمود یزدانی
Dept of Civil and Environmental Eng Tarbiat Modares University Assistant Professor Tehran, Iran
Soheil Radfar
Dept of Civil and Environmental Eng Tarbiat Modares University PhD Candidate Tehran, Iran
Abbas Rezamand
Dept of Civil and Environmental Eng Tehran University M Sc of Geotechnical Engineering Tehran, Iran
شیوه ارجاع
Afrazi, Mohammad and Yazdani, Mahmoud and Radfar, Soheil and Rezamand, Abbas,1396,Finite Element Modelling of the Settlement of a Foundation under Uniform Surcharge,The 4th International Conference on Civil Engineering,Architecture & Urban Planning with Sustainable development approach,Shiraz
ارائهشده در
مجموعه مقالات چهارمین همایش بین المللی مهندسی عمران، معماری و شهرسازی با رویکرد توسعه پایدار1 اسفند 1396 · شیراز