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بررسی نقش دانه‌های ریز و درشت در مخلوط‌های خاکی با استفاده از روش اجزای مجزا | ||
| نشریه مهندسی عمران امیرکبیر | ||
| مقاله 3، دوره 52، شماره 1، فروردین 1399، صفحه 37-52 اصل مقاله (943.81 K) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22060/ceej.2018.14598.5694 | ||
| نویسندگان | ||
| سجاد ذوقی1؛ سید احسان سیدی حسینی نیا* 2 | ||
| 1گروه مهندسی عمران، دانشکده مهندسی، دانشگاه فردوسی مشهد، ایران | ||
| 2گروه مهندسی عمران، دانشکده مهندسی، دانشگاه فردوسی مشهد | ||
| چکیده | ||
| در مهندسی ژئوتکنیک، قبلا تصور می شد که با افزایش سهم فاز ریزدانه غیرخمیری به فاز درشت دانه باعث افزایش مقاومت برشی خاک و کاهش نسبت تخلخل کلی خاک می‌گردد، درصورتی که طبق نتایج آزمایشگاهی چنین نیست. در این مقاله با استفاده از روش اجزای مجزا، چندین نمونه خاک با مخلوط کردن دو نوع خاک مختلف با فاز درشت دانه و ریزدانه تهیه شده و بصورت دوبعدی تحت بارگذاری دومحوری قرار گرفتند. دانه‌های مورد استفاده بصورت دایروی در نظر گرفته شدند. بارگذاری نمونه ها تا رسیدن به حالت حد بحرانی ادامه یافت. بر طبق نتایج بدست آمده، پارامترهای مربوط به مشارکت سهم بخش های درشت دانه و ریزدانه بدست آمدند. بدین منظور، از شاخص‌های تماسی جایگزینی به نام نسبت تخلخل معادل محتوای درشت دانه و معادل محتوای ریزدانه استفاده شدند. بررسی نتایج شبیه سازی ها نشان از انطباق خوب با نتایج آزمایشگاهی موجود در ادبیات فنی دارد. محتوای ریزدانه آستانه برای مجموعه نمونه ها، که بیانگر نقش غالب یکی از دو فاز درشت دانه و ریزدانه است، بدست آمد. شبیه سازی ها در فضای دوبعدی نشان داد که می توان برای خاک‌های با درصدهای وزنی مختلف فاز درشت و ریز، به حالت حد بحرانی منحصر به خود رسید. اگر از تعریف نسبت تخلخل های معادل فاز درشت و ریز استفاده شود، می‌توان به یک خط بحرانی واحد برای مجموعه ای از خاک ها با درصدهای وزنی مختلف فاز درشت و ریز رسید. همچنین، در این مقاله، روند تغییرات پارامترهای سهم مشارکت دو فاز درشت و ریز بر حسب درصد ریزدانه بدست آمد. | ||
| کلیدواژه‌ها | ||
| روش اجزای مجزا؛ محتوای درشت‌دانه؛ محتوای ریزدانه؛ ضریب مشارکت؛ حالت حد بحرانی | ||
| موضوعات | ||
| مکانیک خاک و پی؛ مکانیک خاک و پی | ||
| عنوان مقاله [English] | ||
| An Investigation of Fines and Coarse Contents in Granular Mixtures by Using Discrete Element Method | ||
| نویسندگان [English] | ||
| Sajjad Zoghi1؛ Ehsan Seyedi Hosseininia2 | ||
| 1Civil Engineering Department, Faculty of Engineering, Ferdowsi University of Mashhad, Iran | ||
| 2Civil Eng. Department, Faculty of engineering, Ferdowsi University of Mashhad | ||
| چکیده [English] | ||
| It is believed that the addition of fine-grained soil to a base coarse-grained soil would result in shear strength increment due to filling up the voids among coarse-grained content and reducing global void ratio. However, this belief was against the following experiments. Instead of the definition of classical void ratio, two variables referred to as equivalent inter-granular and inter-fine void ratios, have been proposed to resolve this problem. Using these variables can help how a binary soil behaves. In this paper, by using the discrete element method, several binary soil samples were created by mixing two coarse and fine-grained soils. The two fine and coarse-grained soils have different gradations. The soil samples were prepared by considering zero, 10, 30, 40, 70, 100 percent fines content. Simulations were performed in two-dimension in which, the particles were circular. After each soil sample preparation, it was consolidated under isotropic confining pressure followed by biaxial compression loading. Each sample was tested under three different confining pressures. The biaxial loading condition was continued until the samples reached the critical state. This is the case where there is no variation in the deviatoric stress as well as the volume change along with the increase in the axial strain. Based on the simulated results, the required parameters to estimate the portion of the role of coarse and fine-grained parts in the global soil behavior were obtained. Comparison of the results of this study with those of experiments showed good agreements. The threshold fines content after which, the mechanical behavior of the binary soils is governed by fine grains, was assessed. It was shown that for the two-dimensional samples, the critical state can be obtained and the critical state line (CSL) can be constituted in the q-p’-e space. It was also seen that for the two groups of samples where either of coarse or fine-grained content are dominant, a unique critical state line can be obtained if the inter-granular and inter-fine void ratios are used instead of the global void ratio. The influence factors were back-calculated and the values were justified in comparison with the experiments. | ||
| کلیدواژه‌ها [English] | ||
| Discrete element method (DEM), Fines content, Coarse content, Influence factors, Critical State | ||
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| مراجع | ||
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