دانلود رایگان مقاله انگلیسی خصوصیات عدم اعتبار کمی سیمان پرتلند بر اساس تجزیه و تحلیل BSE و EDS - الزویر 2018

عنوان فارسی
خصوصیات عدم اعتبار کمی سیمان پرتلند بر اساس تجزیه و تحلیل BSE و EDS
عنوان انگلیسی
Quantitative invalidation characterization of Portland cement based on BSE and EDS analysis
صفحات مقاله فارسی
0
صفحات مقاله انگلیسی
7
سال انتشار
2018
نشریه
الزویر - Elsevier
فرمت مقاله انگلیسی
PDF
کد محصول
E7897
رشته های مرتبط با این مقاله
مهندسی عمران
گرایش های مرتبط با این مقاله
سازه و مدیریت ساخت
مجله
ساخت و ساز و مصالح ساختمانی - Construction and Building Materials
دانشگاه
College of Civil and Transportation Engineering - Hohai University - Nanjing - PR China
کلمات کلیدی
سیمان پورتلند، عدم تایید، تعیین مشخصات، BSE ،EDS، اکسید حاوی آلومینیوم
چکیده

abstract


The degradation of mechanical properties of Portland cement caused by the invalidation of Portland cement is a serious problem that affects the quality of concrete nowadays. However, an effective invalidation characterization method of Portland cement has not been set up. Back scattering electron (BSE) and energy-dispersive spectrometry (EDS) were adopted to quantitatively characterize the invalidation of Portland cement in this study. The EDS results demonstrated that the acicular crystals generated near cement particles in BSE images are ettringites. Therefore the invalidation of Portland cement is mainly caused by the expansive ettringite generated from the hydration of oxides containing Aluminium, and crystallisation corrosion is the main invalidation mechanism. When the microstructure of acicular morphology with a length longer than 3.0 lm is observed from BSE images of Portland cement samples, the cement can be quantified as exhibiting complete invalidation. Meanwhile, the content changing of element in the area of ettringite formation acquired with EDS analysis can also be used to characterize the invalidation of Portland cement. When the content of oxide containing aluminium is not more than 5.0%, the cement is not judged as invalidated; the invalidation of cement will occur once the content of oxide containing aluminium exceeded 5.0%; when the content of oxide containing aluminium exceeded 10.0%, the cement is considered completely invalidated.

نتیجه گیری

4. Conclusion


For PII 52.5 Portland cement used in this paper, the main findings obtained in this study are summarized below:


(1) The crystallisation corrosion occurred during hydration of C3A is the main cause of invalidation of cement, and the degree of invalidation of Portland cement can be quantitatively assessed by BSE/EDS analysis.


(2) While the acicular microscopic crystal structures whose length over 3.0 lm appear around the cement particles in the BSE images, the cement can be quantitatively judged as complete invalidation.


(3) If the content of oxide containing Al in the area of ettringite formation is less than 5.0%, the cement can be judged to be not invalided; if the content of oxide containing Al in the area of ettringite formation exceeds 5%, the cement begin to invalid; if the content of oxide containing Al in the area of ettringite formation exceeds 10%, the cement can be quantitatively judged as complete invalidation.


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