کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6711075 503340 2013 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Consolidation by vertical drains when the discharge capacity varies with depth and time
ترجمه فارسی عنوان
تثبیت با تخلیه عمودی زمانی که ظرفیت تخلیه با عمق و زمان متفاوت است
کلمات کلیدی
تثبیت، تخلیه عمودی، ظرفیت تخلیه، مقاومت خوب اثر اسمیر،
موضوعات مرتبط
مهندسی و علوم پایه مهندسی کامپیوتر نرم افزارهای علوم کامپیوتر
چکیده انگلیسی
Following the approach of Hansbo [4], a series of closed-form solutions for equal-strain consolidation were developed based on an axisymmetric unit cell in presence of a vertical drain, whose discharge capacity was varied by altering the depth, time or both simultaneously. The excess pore pressure and degree of consolidation were compared with Hansbo's results. The factors affecting the calculation results were also investigated. Some conclusions were drawn regarding the distribution of the excess pore water pressure along the ground depth and the extent of consolidation considering the varied discharge capacity.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers and Geotechnics - Volume 48, March 2013, Pages 1-8
نویسندگان
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