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بررسی اثر شرایط محیطی مختلف بر خصوصیات زمانی ترکخوردگی ناشی از جمعشدگی خمیری در رویههای بتنی | ||
نشریه مهندسی عمران امیرکبیر | ||
مقاله 16، دوره 53، شماره 11، بهمن 1400، صفحه 4857-4874 اصل مقاله (1.5 M) | ||
نوع مقاله: مقاله پژوهشی | ||
شناسه دیجیتال (DOI): 10.22060/ceej.2020.18580.6904 | ||
نویسندگان | ||
حسن زیاری1؛ سید جواد وزیری کنگ علیائی* 2؛ حسن فضایلی3 | ||
1راه و ترابری دانشکده مهندسی عمران دانشگاه علم و صنعت ایران | ||
2گروه راه و ترابری، دانشکده مهندسی عمران، دانشگاه علم و صنعت ایران، تهران، ایران | ||
3دانشکده مهندسی عمران، دانشگاه آزاد اسلامی واحد تهران شمال ، تهران، ایران | ||
چکیده | ||
ترکخوردگی ناشی از جمعشدگی خمیری در رویههای بتنی به دلیل خشک شدن سریع سطح روسازی، در ساعات اولیه پس از ساخت اتفاق میافتد. وجود این نوع ترکها در رویههای بتنی، علاوه بر تأثیر منفی در زیبایی سازه، باعث کاهش دوام روسازی در دراز مدت و کاهش سطح خدمتدهی جاده میگردد. با توجه به شرایط محیطی مختلف و متغیر در محل اجرای روسازی، ترکخوردگی ناشی از جمعشدگی خمیری نیز دستخوش تغییر میگردد. در این تحقیق خصوصیات زمانی ترکخوردگی ناشی از جمعشدگی خمیری مخلوط بتنی، شامل زمان تعادل آبانداختگی و تبخیر، و زمان شروع ترکخوردگی، با استفاده از روش استاندارد ASTM C1579 در 27 شرایط محیطی مختلف با استفاده از سیستم فیلمبرداری پیوسته، مورد بررسی قرار گرفت. نتایج تحقیق نشان داد که تغییر شرایط محیطی، اثر بیشتری بر روی زمان تعادل نسبت به زمان شروع ترکخوردگی دارد. همچنین، رطوبت نسبی هوا، بیشترین تأثیر را بر روی مشخصات زمانی ترکخوردگی داشته، و اثرات دمای محیطی و سرعت جریان باد، نزدیک به هم میباشد. همچنین نتایج نشان داد که زمان تعادل آبانداختگی و تبخیر میتواند معیاری مناسب جهت پیشبینی خطر ترکخوردگی خمیری در رویههای بتنی در شرایط محیطی مختلف باشد. نیاز است تا با استفاده از روشهای پیشگیرانه مناسب از کاهش زیاد زمان تعادل و افزایش سرعت ترکخوردگی ناشی از جمعشدگی خمیری در روسازیهای بتنی، جلوگیری کرد. | ||
کلیدواژهها | ||
جمعشدگی خمیری؛ روسازی بتنی؛ شرایط محیطی مختلف؛ زمان تعادل؛ زمان شروع ترکخوردگی | ||
موضوعات | ||
تکنولوژی بتن | ||
عنوان مقاله [English] | ||
Investigation of the Effect of Different Climate Conditions on the Temporal Characteristic of Plastic Shrinkage Cracking in Concrete Pavements | ||
نویسندگان [English] | ||
Hassan Ziari1؛ Seyed Javad Vaziri Kang Oleyaei2؛ Hassan Fazaeli3 | ||
1school of civil engineering.IUST | ||
2Transportation, school of civil engineering, Iran University Of science and Technology, Tehran,Iran | ||
3School of civil engineering, Islamic Azad University-Tehran North Branch | ||
چکیده [English] | ||
Plastic shrinkage cracking in concrete pavement occurs in the early hours after construction due to the rapid drying of the pavement surface. These cracks in concrete pavements affect the beauty of the structure, reduces the durability of the pavement in the long term, and decrease pavement serviceability. Due to the different climate conditions at the pavement site, plastic shrinkage cracking are subject to change. This study examined the temporal characteristics of plastic shrinkage cracking in concrete, including the balance time of bleeding and evaporation and the time of cracking onset, by utilizing the ASTM C 1579 standard method, in 27 different climate conditions with the use of the continuous photo-taking system. The results showed that changing climate conditions have a more significant impact on balance time than the time of the start of cracking. Also, the relative humidity of the air has the most pronounced effect on the temporal characteristics of cracking, and the impact of ambient temperature and wind speed are close to each other. The results also showed that time of balance of beeling and evaporation could be a good criterion for predicting the risk of plastic shrinkage cracking in concrete pavements in different climate conditions. It is necessary to use appropriate curing methods to prevent the excessive reduction of balance time and increase the rate of plastic shrinkage cracking in concrete pavements. | ||
کلیدواژهها [English] | ||
Plastic shrinkage, Concrete pavement, Different climate conditions, Balance time, Cracking start time | ||
سایر فایل های مرتبط با مقاله
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مراجع | ||
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