کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
10284732 | 503384 | 2005 | 12 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
One-dimensional nonlinear consolidation of multi-layered soil by differential quadrature method
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
مهندسی کامپیوتر
نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: One-dimensional nonlinear consolidation of multi-layered soil by differential quadrature method One-dimensional nonlinear consolidation of multi-layered soil by differential quadrature method](/preview/png/10284732.png)
چکیده انگلیسی
In this paper the differential quadrature method (DQM) is introduced into the analysis of one-dimensional nonlinear consolidation of multi-layered soil with partially drained boundaries and arbitrary loading condition. The effect of initial effective stress distribution is taken into account. The convergence and accuracy study shows that the DQM is able to give highly accurate and stable calculations. Due to the uniform matrix structure of the solution, DQM is easy to program, and also various complicated factors of the consolidation problem can be considered.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers and Geotechnics - Volume 32, Issue 5, July 2005, Pages 358-369
Journal: Computers and Geotechnics - Volume 32, Issue 5, July 2005, Pages 358-369
نویسندگان
R.P. Chen, W.H. Zhou, H.Z. Wang, Y.M. Chen,