کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6710928 503321 2015 15 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Numerical investigation on the bearing capacity of two interfering strip footings resting on a rock mass
ترجمه فارسی عنوان
بررسی عددی بر ظرفیت باربری دو پایه نوار تداخل بر روی یک توده سنگ
کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه مهندسی کامپیوتر نرم افزارهای علوم کامپیوتر
چکیده انگلیسی
The rock mass was assumed to behave as a perfect plastic material and obeys an associated flow rule. The effects of Hoek-Brown parameters including geological strength index (GSI), material constant for intact rock (mi), and uniaxial compressive strength of intact rock (σci), on the bearing capacity of multiple footings were studied. For different clear spacing between the footings (S), the ratio of the failure load for an interfering new footing to that of a single isolated footing were determined. The results were compared with those available in the literature.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers and Geotechnics - Volume 69, September 2015, Pages 514-528
نویسندگان
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