مقاله انگلیسی رایگان در مورد استفاده از مواد بازیافتی پسماند بتن در بتن خود متراکم – الزویر ۲۰۲۰

مقاله انگلیسی رایگان در مورد استفاده از مواد بازیافتی پسماند بتن در بتن خود متراکم – الزویر ۲۰۲۰

 

مشخصات مقاله
ترجمه عنوان مقاله استفاده از مواد بازیافتی پسماند بتن در بتن خود متراکم
عنوان انگلیسی مقاله Utilization of waste concrete recycling materials in self-compacting concrete
انتشار مقاله سال ۲۰۲۰
تعداد صفحات مقاله انگلیسی ۱۲ صفحه
هزینه دانلود مقاله انگلیسی رایگان میباشد.
پایگاه داده نشریه الزویر
نوع نگارش مقاله
مقاله پژوهشی (Research Article)
مقاله بیس این مقاله بیس میباشد
نمایه (index) Scopus – Master Journals List – JCR
نوع مقاله ISI
فرمت مقاله انگلیسی  PDF
ایمپکت فاکتور(IF)
۸٫۹۸۳ در سال ۲۰۱۹
شاخص H_index ۱۱۹ در سال ۲۰۲۰
شاخص SJR ۲٫۲۱۵ در سال ۲۰۱۹
شناسه ISSN ۰۹۲۱-۳۴۴۹
شاخص Quartile (چارک) Q1 در سال ۲۰۱۹
مدل مفهومی ندارد
پرسشنامه ندارد
متغیر ندارد
رفرنس دارد
رشته های مرتبط مهندسی عمران
گرایش های مرتبط سازه
نوع ارائه مقاله
ژورنال
مجله  منابع، حفاظت و بازیافت – Resources, Conservation & Recycling
دانشگاه Tongji University, Shanghai, China
کلمات کلیدی بتن بازیافت شده خود متراکم، مواد بازیافتی پسماند بتن، کارپذیری، رفتار مکانیکی، ریز ساختار
کلمات کلیدی انگلیسی Self-compacting recycled concrete, Waste concrete recycling materials (WCRMs), Workability, Mechanical behavior, Microstructure
شناسه دیجیتال – doi
https://doi.org/10.1016/j.resconrec.2020.104930
کد محصول E15105
وضعیت ترجمه مقاله  ترجمه آماده این مقاله موجود نمیباشد. میتوانید از طریق دکمه پایین سفارش دهید.
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فهرست مطالب مقاله:
Abstract

۱٫ Introduction

۲٫ Experiment descriptions

۳٫ Results and discussions

۴٫ Conclusions

Acknowledgment

References

بخشی از متن مقاله:

Abstract

This paper evaluates the feasibility of preparing self-compacting concrete (SCC) by incorporating waste concrete recycling materials (WCRMs). Some or all of the natural materials were substituted with WCRMs, such as recycled coarse aggregate (RCA), recycled fine aggregate (RFA) and recycled powder (RP). Nine SCC mixtures were produced, including eight self-compacting recycled concrete mixes and one control mix without WCRMs. The SCC mixes were designed with four different RCA replacement rates (0%, 25%, 50% and 100%) along with a constant amount of RFA (10%) and varying percentages of RP (10% and 20%). The water/binder ratio was designed as 0.4 for all the SCC mixtures. The workability properties (e.g., flowability, viscosity and passing ability) and mechanical properties (e.g., compressive, splitting tensile and flexural strengths) of self-compacting recycled concrete were investigated. The findings indicate that the substitution ratio of WCRMs will affect the workability and mechanical behavior of SCC. This study demonstrates that the decline in the workability and mechanical behavior of self-compacting recycled concrete results from the cooperation of WCRMs. When natural materials are substituted and the amount of WCRMs is limited, the workability of self-compacting recycled concrete can satisfy the European standard EFNARC (2005). Meanwhile, this study also finds that the selfcompacting recycled concrete can achieve acceptable mechanical performance when compared to the ordinary SCC without WCRMs.

Introduction

In recent decades, the construction industry has faced a series of problems, from a shortage of resources, and energy to environmental pollution. These problems include the consumption of natural resources and energy, emission of greenhouse gas (CO2) and the creation of construction and demolition waste (CDW). Recycling CDW is the most promising solution for reducing the adverse environmental impacts in landfills caused by the construction industry. In 2015, 3.9 billion tons of CDW were produced in China, nearly 30% of which was waste concrete (Fu, 2016; Xiao, 2018). Therefore, utilizing waste concrete recycling materials (WCRMs) in engineering will contribute to protecting the environment and capturing the residual value of waste concrete. The WCRMs include recycled coarse aggregate (RCA), recycled fine aggregate (RFA) and recycled powder (RP). Recycled aggregate (RA), consisting of RCA and RFA, refers to aggregate with a diameter of less than 31.5 mm manufactured by crushing waste concrete. RP is a fine particle produced by collecting dust or finely grinding the CDW (Zhu et al., 2019). In recent years, these WCRMs have become widely accepted as alternative recycled materials that can be used in the construction industry.

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