ارزیابی اثر الیاف بازیافتی بر مقاومت ماسه ثبیت شده با سیمان در برابر چرخه های یخ زدن-آب شدن

این تحقیق به بررسی اثر هم‌زمان تثبیت خاک ماسه‌ای با سیمان و تسلیح آن با الیاف بر مقاومت خاک در برابر چرخه‌های یخ زدن و آب شدن می‌پردازد. مطالعات آزمایشگاهی با استفاده از آزمایش مقاومت فشاری محدود نشده بر روی ترکیبات مختلف حاصل از اختلاط سیمان، الیاف و خاک ماسه‌ای انجام شده است. الیاف مورد استفاده از ضایعات محصولات کارخانه نخ تایر است. درصدهای 2، 4 و 6 برای سیمان و 0،0/5 و 1 برای الیاف به طول‌های 0/5، 1 و 1/5 سانتی‌متر استفاده شده است. نمونه‌های استوانه‌ای با زمان‌های عمل آوری 7 و 28 روزه و اعمال 0، 1، 2 و 3 چرخه یخ زدن آب شدن مورد آزمایش قرار گرفته‌اند. نتایج نشان می‌دهد که تثبیت خاک با سیمان و تسلیح آن با الیاف، به طور هم‌زمان، موجب بهبود مقاومت خاک قبل و بعد از اعمال چرخه‌های یخ زدن و آب شدن می‌شود.

evaluating the effect of adding recycled fibers on the strength of sandy soil stabilized with cement against freeze-thaw cycles

in this research, the effect of soil stabilization with cement at the same time as its reinforcement with fibers has been studied on the shear strength of sandy soil exposed to freeze-thaw cycles. in order to achieve this goal, laboratory studies were carried out with the help of unconfined compressive strength tests (ucs tests) on different compounds obtained from mixing cement, fibers, and sandy soil. more than 336 cylindrical laboratory models with dimensions including 3.6cm in diameter and 8cm in length have been made. various modes have been observed during the failure of the samples, including shear, tensile, plastic yielding, and composite failure modes. the fibers used in the present research are waste products of tire factories known as dty. percentages of 2, 4, and 6 for cement and 0, 0.5, and 1 for fibers with lengths of 0.5, 1, and 1.5 cm were used relative to the weight of dry sandy soil in making the samples. uniaxial cylindrical samples were tested for unconfined compressive strength after 7 and 28 days of curing time and under 0, 1, 2, and 3 freeze-thaw cycles. the results show that the act of stabilizing the soil with cement, along with reinforcing it to a certain amount of fibers, improves the uniaxial compressive strength before and after freezing and thawing cycles. this amount depends on the percentage of cement and the curing period. also, adding cement in a certain curing time increases the unconfined compressive strength before and after applying the cycle, increases stiffness, reduces the ductility and toughness of the sample, and brittle failure when breaking occurs in the soil. also, the addition of fibers, to some extent, improves the weaknesses caused by soil stabilization, such as reducing the failure axial strain, decreasing the residual strength, and the toughness of the materials in the conditions before and after freezing and thawing.