کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
307179 513342 2015 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Localised deformation in a wide-grained sand under triaxial compression revealed by X-ray tomography and digital image correlation
ترجمه فارسی عنوان
تغییر شکل موضعی در یک شن و ماسه گسترده در زیر فشرده سازی سه بعدی نشان داده شده توسط توموگرافی اشعه ایکس و همبستگی تصویر دیجیتال
کلمات کلیدی
شن و ماسه گسترده ای فشرده سازی سه فشرده، توموگرافی اشعه ایکس، تجزیه و تحلیل تصویر، همبستگی تصویر دیجیتال
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی

Understanding the mechanisms of deformation and failure of soils is essential in geotechnical engineering. In particular, strain localisation is a key issue for the failure of soils. In laboratory mechanical testing, localised deformation can be investigated efficiently through full-field measurements of displacement and strain in soil specimens. The objective of this study is to investigate the deformation and the failure of a soil under triaxial compression using in situ X-ray (i.e., X-ray scanning during the loading test) computed tomography (CT) and digital image correlation (DIC). This paper is concerned with the characterisation of internal strains and with strain localisation patterning in wide-grained sand undergoing triaxial compression at different confinement pressures using Three Dimensional (3D) volumetric DIC. Complete 3D images of specimens have been recorded at several stages throughout the triaxial tests and analysed using 3D volumetric DIC in order to obtain 3D incremental displacement and strain fields. Based on the results of the combined X-ray tomography and DIC, the deformation process and especially the strain localisation are quantitatively characterised in space and time under different triaxial compression conditions.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Soils and Foundations - Volume 55, Issue 4, August 2015, Pages 906–915
نویسندگان
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