کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
254876 503335 2013 5 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Radial consolidation of soft soil under cyclic loads
موضوعات مرتبط
مهندسی و علوم پایه مهندسی کامپیوتر نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
Radial consolidation of soft soil under cyclic loads
چکیده انگلیسی

The increase in excess pore pressure due to undrained cyclic loading will decrease the effective stress of a soft soil, causing possible undrained failure at times. In this note, a model for partially drained radial consolidation under cyclic loading is proposed. This is achieved through the application of radial consolidation theory and the internal generation of excess pore pressure predicted by an undrained cyclic model. This study demonstrates theoretically the ability of vertical drains to prevent excess pore pressure accumulating to a critical value under cyclic loading.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers and Geotechnics - Volume 50, May 2013, Pages 1–5
نویسندگان
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