کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4743039 1641771 2016 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
On the normalized behavior of naturally and artificially structured clays
ترجمه فارسی عنوان
در رفتار نرمال شده از خاک رس طبیعی و مصنوعی ساختار
کلمات کلیدی
خاک رس طبیعی، خاک رس مصنوعی، فشرده سازی، عادی سازی، شاخص خالی تعمیم دادن
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی


• Yielding mode & normalization is analyzed on naturally & artificially structured clay.
• Sample disturbance is a key factor to transform the yielding mode of structured clay.
• Two approaches are proposed and proved powerful in normalizing post-yielding curves.
• A novel formulation is proposed to address the deviation of curves from Burland's ICL.
• The formulation of Burland's ICL is generalized by introducing a multiple parameter χ.

The influence of soil structure on the volume change behavior of clay soils has been often studied with reference to intrinsic properties and normalization of reconstituted clays. However, to date, there has been relatively little research conducted on the normalizing behavior of naturally and artificially structured clays. In this paper, the yielding modes and normalization, by introducing the void index, are clarified for the one-dimensional compression of natural Finnish clays. Based on 24 samples with different cement contents and curing times, two novel approaches are proposed to normalize the post-yielding range of artificially structured clays. Laboratory results show that approach I, i.e., linear extrapolation of the post-yielding line in a log-log graph, can normalize well the compression behavior of artificially structured clays. However, the normalized curves of the void index vs. the effective stress in the semi-log plot deviate from Burland's intrinsic compression line (ICL) at very high consolidation stresses. To address this issue, a novel formulation of the ICL is deduced from laboratory data for artificially structured clays. Approach II, i.e., redefinition of the constants of compressibility to modify the void index, results in closer convergence of the normalized compression curves. The normalized curves by the modified void index agree well with the proposed intrinsic compression line for artificially structured clays (SICL). Finally, the generalization of Burland's ICL can redefine the intrinsic formulations corresponding to different levels of the yielding stress by modifying the void index.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Geology - Volume 214, 30 November 2016, Pages 20–28
نویسندگان
, ,