نوع مقاله : مقاله پژوهشی

نویسندگان

1 دکترا، گروه زمین‌شناسی، دانشکده علوم پایه، دانشگاه تربیت مدرس، تهران، ایران

2 استاد، گروه زمین‌شناسی، دانشکده علوم پایه، دانشگاه تربیت مدرس، تهران، ایران

3 دانشیار، گروه زمین‌شناسی، دانشکده علوم پایه، دانشگاه تربیت مدرس، تهران، ایران

چکیده

درزه و ترک جزء لاینفک سازه‌های سنگی می باشند. زمانی که این سازه ها تحت بار  قرار گیرند در اثر رشد ترک ها دچار گسیختگی می گردند. این مسئله در بارگذاری های چرخه ای دارای اهمیت فراوانی است زیرا شکست تحت سطوح بار گذاری پایین تر از حد تسلیم سنگ در اثر خستگی رخ می دهد. از این رو در این تحقیق به بررسی رشد و انتشار درز و ترک‌ها در بارگذاری خستگی به روش مقاطع میکروسکوپی فلورسانس پرداخته شده است. ابتدا مراحل مختلف خستگی سنگ گرانیت که یک سنگ پرکاربرد در مهندسی می باشد مشخص شده و سپس نمونه هایی تا هر یک از مراحل بارگذاری شده و تغییرات فیزیکی، مکانیکی و ترک ها مورد بررسی قرار گرفته است. نتایج نشان داده است که خصوصیات فیزیکی و مکانیکی سنگ با افزایش تعداد چرخه ها کاهش پیدا کرده است. در مرحله یک خستگی ترک ها با شتاب زیادی در سنگ و کانی ها ایجاد می گردد و سپس در مرحله دوم انرژی اعمال شده بیشتر صرف رشد ترک  ها می گردد و مجددا در مرحله سوم شیب ایجاد ترک ها افزایش پیدا کرده و شبکه بهم متصلی ازترک ها به وجود می آید که سبب شکست سنگ می گردد. در میان کانی های سازنده فلدسپارها بیشترین میزان ترک خوردگی را نشان داده اند و کمترین میزان ترک در بیوتیت ایجاد شده است.

کلیدواژه‌ها

موضوعات

کتابنگاری
قبادی، م. و رسولی فرح، م.، 1391- مطالعه خصوصیات زمین شناختی مهندسی گرانیت‌های بروجرد. مجله انجمن زمین‌شناسی مهندسی ایران، جلد 5، شماره 1و2، ص 1-16. 

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