کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
274118 505193 2014 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Long-term settlement analysis of partially improved thick clay deposit
ترجمه فارسی عنوان
تجزیه و تحلیل بلند مدت تجزیه و تحلیل از ضایعات رسوبی ضخیم
کلمات کلیدی
حل و فصل بلند مدت، بهبود جزئی، نظارت بر، تجزیه و تحلیل عنصر محدود
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی

Prefabricated vertical drains (PVDs) were partially or fully penetrated into thick clay deposits at a reclamation project in Busan City, Korea. Elasto-viscoplastic finite element analysis is conducted to predict the long-term behaviors using a macro-element technique. Settlements predicted using laboratory-based and back-analyzed soil parameters are in good agreement with monitored data. The relationships of time versus volumetric strain and excess pore pressure at each element are effective in investigating the overall behaviors; that is, the settlements in the improved zone degrade from steep to gentle slopes, whereas those in the unimproved zone change with a relatively gentle slope. The effect of partially penetrated PVD on ue dissipation appears to be in relatively good agreement with results obtained by Ong et al.'s (2012) method.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Geotextiles and Geomembranes - Volume 42, Issue 6, November 2014, Pages 620–628
نویسندگان
, ,