Finite Element Modelling of the Settlement of a Foundation under Uniform Surcharge

سال انتشار: 1396
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 515

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شناسه ملی سند علمی:

ACUSCONF04_066

تاریخ نمایه سازی: 30 تیر 1398

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.

نویسندگان

Mohammad Afrazi

Dept. of Civil and Environmental Eng. Tarbiat Modares University M.Sc. of Geotechnical Engineering Tehran, Iran

Mahmoud Yazdani

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