A new approach for back analysis of a geogrid reinforced soil retaining wall failure
عنوان مقاله: A new approach for back analysis of a geogrid reinforced soil retaining wall failure
شناسه ملی مقاله: RCEAUD02_111
منتشر شده در دومین کنفرانس بین المللی یافته های نوین پژوهشی در مهندسی عمران، معماری ومدیریت شهری در سال 1395
شناسه ملی مقاله: RCEAUD02_111
منتشر شده در دومین کنفرانس بین المللی یافته های نوین پژوهشی در مهندسی عمران، معماری ومدیریت شهری در سال 1395
مشخصات نویسندگان مقاله:
O.R. Barani - Department of Civil Engineering, K.N. Toosi University of Technology
M. Bahrami - Department of Civil Engineering, K.N. Toosi University of Technology
R. Modaresi - Department of Civil Engineering, K.N. Toosi University of Technology
S.A Sadrnejad - Department of Civil Engineering, K.N. Toosi University of Technology
خلاصه مقاله:
O.R. Barani - Department of Civil Engineering, K.N. Toosi University of Technology
M. Bahrami - Department of Civil Engineering, K.N. Toosi University of Technology
R. Modaresi - Department of Civil Engineering, K.N. Toosi University of Technology
S.A Sadrnejad - Department of Civil Engineering, K.N. Toosi University of Technology
In this paper, a new simple approach for back analysis of a geogrid-reinforced soil (GRS) wall failure is presented. A new zero thickness cohesive fracture element is utilized to simulate the slip surface behind the GRS wall. This element can simulate displacement discontinuity as well as tractions across the shear band effectively. The numerical results are compared with the measured values from the physical test. The paper demonstrates that the proposed approach can effectively improve the quality of numerical back analysis of the soil failure
کلمات کلیدی: Geosynthetic reinforced soil; Retaining wall; Shear band; Cohesive interface element; Failure analysis
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/499293/