کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
10288560 505188 2014 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Consolidation analysis of clayey deposits under vacuum pressure with horizontal drains
ترجمه فارسی عنوان
تجزیه و تحلیل تلفیقی رسوبات خشتی تحت فشار خلاء با تخلیه افقی
کلمات کلیدی
تحکیم خلاء، تخلیه افقی پیش ساخته، گل گاوآهن، حل و فصل تثبیت،
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
A method has been developed for the consolidation analysis of dredged mud or clayey soil deposits containing strip-type, prefabricated horizontal drains (PHDs), based on either the axisymmetric or plane strain unit cell theory. An approximate consolidation theory has also been proposed for a surface soil layer subjected to vacuum pressure applied through the PHDs at a shallow depth from the surface. The proposed method and the consolidation theory have then been applied to the analysis of a field project in Japan involving dredged mud consolidated by vacuum pressure with PHDs. By comparing the field-measured and analyzed results in terms of water content distributions with depth and the thickness variation of the deposit, the usefulness of the proposed method has been demonstrated.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Geotextiles and Geomembranes - Volume 42, Issue 5, October 2014, Pages 437-444
نویسندگان
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