نوع مقاله : یادداشت فنی
نویسندگان
1 دانشکدهی فنی و مهندسی- دانشگاه قم
2 دانشکده مهندسی عمران - دانشگاه آزاد اسلامی واحد تهران جنوب
چکیده
کلیدواژهها
عنوان مقاله [English]
نویسندگان [English]
In this paper, seismic analysis of a waste nuclear repository, based on a modified interaction rock-support model, was evaluated. Designers should consider the direction and type of distributed stress and their effects on the rock around the buried rock location in the design of bolt systems. Another effective parameter in the strength of the system design on the rock is the lifetime of the mentioned systems. To verify a communication rock bolt, the load displacement of the rock should be calculated. Before designation of the lining system, the load-displacement specification of the rock should be calculated. If the lining has set after displacement and the rock bolt has not modified the rock lining interaction model, the mentioned problems will be solved. In this modifying process, construction time has also been considered.
کلیدواژهها [English]
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