بررسی تاثیر جرم حجمی خشک بر پارامترهای دوام و مقاومت روسازی بتن غلتکی با استفاده از روش رویه پاسخ

نیکخواه, علیرضا; مدنی, سید حسام; سلاجقه, جواد

doi:10.22060/ceej.2016.688

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	بررسی تاثیر جرم حجمی خشک بر پارامترهای دوام و مقاومت روسازی بتن غلتکی با استفاده از روش رویه پاسخ
مقاله 12، دوره 49، شماره 3، پاییز 1396، صفحه 535-546 \| اصل مقاله [English] اصل مقاله (774 K)
نوع مقاله: مقاله پژوهشی
شناسه دیجیتال (DOI): 10.22060/ceej.2016.688
نویسندگان
علیرضا نیکخواه¹؛ سید حسام مدنی ¹؛ جواد سلاجقه²
¹دانشکده مهندسی عمران، دانشگاه تحصیلات تکمیلی صنعتی و فناوری پیشرفته کرمان، کرمان، ایران
²بخش مهندسی عمران، دانشگاه شهید چمران باهنرکرمان، کرمان، ایران
چکیده
روسازی بتن غلتکی یکی از انواع متداول روسازی‌های صلب است که درسطح گسترده ای مورداستفاده قرارمی‌گیرد. پیش بینی عملکرد دوام و مقاومت رویه‌های بتن غلتکی با توجه به پارامترهای اولیه طرح مخلوط به ارتقاء عمر مفید این روسازی‌ها کمک شایانی خواهد نمود. هدف از مطالعه آزمایشگاهی حاضر بررسی تاثیر شاخص جرم حجمی خشک بر مقاومت فشاری و برخی پارامترهای دوام می‌باشد. در این راستا براساس روش آماری رویه پاسخ 9 طرح‌ اختلاط با احتساب دو تکرار برای هر مخلوط (در مجموع 18 مخلوط) طراحی و ساخته شد. با توجه به تحلیل نتایج آزمایشگاهی، مدل‌ها و کانتورهای جرم حجمی خشک، مقاومت فشاری و معیارهای دوام تا سن 180 روز ارائه گردیده است. نتایج نشان می‌دهدکه بر خلاف بتن معمولی صرفا کاهش آب به سیمان در یک مقدار سیمان مشخص سبب ارتقاء خواص دوام نخواهد شد و یک تعامل موثر بین مقدار سیمان و نسبت آب به سیمان که سبب حصول چگالی بیشینه گردد به بهبود خواص دوام منجر می‌شود. لیکن مقدار مقاومت فشاری همبستگی مناسبی با چگالی بیشینه نداشته است.
کلیدواژه‌ها
بتن غلتکی روسازی راه؛ جرم حجمی خشک بتن؛ دوام بتن؛ روش رویه پاسخ
موضوعات
تکنولوژی بتن؛ راه و ترابری و حمل و نقل - روسازی صلب بتنی
عنوان مقاله [English]
The Influence of the Dry Density on the Mechanical and Durability Properties of Roller Compacted Concrete Pavement Using the Response Surface Method
نویسندگان [English]
Alireza Nikkhah¹؛ Hesam Madani¹؛ Javad Salajegheh²
¹Faculty of Civil Engineering, Graduate University of Advanced Technolog, Kerman, Iran
²Civil Engineering, Bahonar University, Kerman, Iran
چکیده [English]
In the current study, the response surface methodology has been used for designing of the experiments. Considering the conventional soil-compaction method, the main factors investigated include cement and w/c contents. The upper and lower levels of the factors of cement and w/c content were 308-392 kg/m3 and 0.34-0.39, respectively. The dry specific weighs, compressive strengths, permeable voids, and capillary absorption coefficients were determined according to the ASTM D 1557, ASTM C39, ASTM C642 and ASTM C1585 at ages up to 180 days, respectively. Using the statistical analyses, the prediction models and contours of the durability characteristic and 28 day compressive strength were derived. The analysis of variance (ANOVA) was also performed on the results to estimate the significance of the factors. It could be concluded that the terms of the cement content, w/c and their interaction significantly influenced the responses of the compressive strength, dry specific weight, water absorption and permeable voids. The results also indicated that by obtaining an optimum level of dry density one could reach the lowest level of permeable voids and water absorption into the concrete. This is achieved by adjusting the interaction of cement content and w/c content. However, no meaningful correlation was found between the dry density and capillary absorption coefficient. This indicates that the tortuously and continuously of microstructure may be independent from the dry density. However, similar contour trends were obtained for the dry density and capillary absorption coefficient.
کلیدواژه‌ها [English]
Roller Compacted Concrete Pavement (RCCP), Response Surface Method, Dry Density, Durability, Compressive Strength


مراجع
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