کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4743021 1641775 2016 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Mechanical behaviour of Palermo and Marsala calcarenites (Sicily), Italy
ترجمه فارسی عنوان
رفتار مکانیکی پالرمو و مارشال کلکارینیت (سیسیل)، ایتالیا
کلمات کلیدی
پارچه، پیوند، رفتار مطلوب، تخریب کالکارنیت
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی


• Nature and strength of the grains play an important role in destructuration process.
• The yield stress is a function of the initial specific volume.
• The bonding spatial distribution has effects on yielding and on failure conditions.
• The critical state conditions are influenced by the fabric.
• The mechanical behaviour of the calcarenite can be: brittle, transitional, ductile.

This paper aims at finding a framework for the Sicilian Calcarenites relating the strength and the deformability of these materials to their geological and structural features: fabric, bonding, initial and actual specific volume. In particular, this study sets out to separate the effects of fabric and of bonding on the mechanical response.The investigated lithotypes, Calcarenites from Palermo and Marsala, outcropping in many areas of southwestern Sicily, are characterized by sudden changes in their deformability, strength and permeability characteristics.The geotechnical identification, by means of computerized axial tomography and thin section petrographic analysis suggested a subdivision of these two calcarenites into five lithotypes as a function of their structural configuration. These calcarenites are metastable rocks whose mechanical behaviour depends on the fabric and bonding. Oedometer, triaxial and isotropic tests were conducted to analyzed interparticle bonding and/or fabric effects on the mechanical behaviours. For each lithotype the yield limit was defined and three distinct behavioural patterns were identified as a function of the confining stress level: 1) an initial linear elastic behaviour up to the yielding strength, 2) a yielding phase characterized by a strain-softening response, 3) a final phase of the destructured material.At yield state, bonding is the major factor contributing to the soil strength, while the effect of fabric comes into play at post-yield stress state. For the assessment of the yielding conditions the yield stress values obtained from various stress-paths were taken into account.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Geology - Volume 210, 5 August 2016, Pages 57–69
نویسندگان
,