کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
10296503 | 534196 | 2005 | 7 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
چکیده انگلیسی
Two analytical solutions for estimating the ovaling deformation and forces in circular tunnels due to soil-structure interaction under seismic loading are widely used in engineering practice. This paper addresses an unresolved issue related to discrepancy between the two solutions. A comparison of the two solutions shows that the calculated forces and displacements are identical for the condition of full-slip between the tunnel lining and ground. However, the calculated lining thrusts differ by an order of magnitude when assuming no-slip between the tunnel lining and the ground. The analytical solutions are compared to numerical analyses of the no-slip condition using the finite element method to validate which of the two solutions provide the correct solution. Numerical analysis results agree with one of the analytical solution that provides a higher estimate of the thrust on the tunnel lining, thus highlighting the limitation of the other analytical solution.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Tunnelling and Underground Space Technology - Volume 20, Issue 5, September 2005, Pages 435-441
Journal: Tunnelling and Underground Space Technology - Volume 20, Issue 5, September 2005, Pages 435-441
نویسندگان
Youssef M.A. Hashash, Duhee Park, John I.-Chiang Yao,