کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4927707 513333 2016 7 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
A unique relationship determining strength of silty/clayey soils - Portland cement mixes
ترجمه فارسی عنوان
یک رابطه منحصر به فرد تعیین کننده قدرت خاک سیلیتی / رسوبی - مخلوط های سیمان پرتلند
کلمات کلیدی
عادی سازی، قطر بینی، سیمان پورتلند، استحکام، خاکهای کوچک شاخص زبری / سیمان،
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
This technical note advances the understanding of the key parameters controlling the unconfined compressive strength (qu) of artificially cemented silty/clayey soils by considering distinct moisture contents, distinct specimen porosities (η), different Portland cement contents and various curing time periods. The qu values of the specimens moulded for each curing period were normalized (i.e. divided) by the qu attained by a specimen with a specific porosity/cement index. A unique relationship was found, establishing the relationship between strength for artificially cemented silty/clayey soils considering all porosities, Portland cement amounts, moisture contents and curing periods studied. From a practical viewpoint, this means that, at limit, carrying out only one unconfined compression test with a silty/clayey soil specimen, moulded with a specific Portland cement amount, a specific porosity and moisture content and cured for a given time period, allows the determination of a general relationship equation that controls the strength for an entire range of porosities and cement contents, reducing considerably the amount of moulded specimens and reducing projects development cost and time.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Soils and Foundations - Volume 56, Issue 6, December 2016, Pages 1082-1088
نویسندگان
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