کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
275046 1429527 2016 7 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Theoretical analysis of a new segmented anchoring style in weakly cemented soft surrounding rock
ترجمه فارسی عنوان
تجزیه و تحلیل نظری از یک سبک جدید لنگر قطعه قطعه شده در ضعیف سمان سنگ اطراف نرم
کلمات کلیدی
سنگ نرم ضعیف سیمانی . لنگرگاه سگمنتال؛ نرم شدن کرنش؛ مدل تحلیلی
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات زمین شناسی اقتصادی
چکیده انگلیسی

According to the tensile failure of rock bolt in weakly cemented soft rock, this paper presents a new segmented anchoring style in order to weaken the cumulative effect of anchoring force associated with the large deformation. Firstly, a segmented mechanical model was established in which free and anchoring section of rock bolt were respectively arranged in different deformation zones. Then, stress and displacement in elastic non-anchoring zone, elastic anchoring zone, elastic sticking zone, softening sticking zone and broken zone were derived respectively based on neural theory and tri-linear strain softening constitutive model of soft rock. Results show that the anchoring effect can be characterized by a supporting parameter β. With its increase, the peak value of tangential stress gradually moves to the roadway wall, and the radial stress significantly increases, which means the decrease of equivalent plastic zone and improvement of confining effect provided by anchorage body. When β increases to 0.72, the equivalent plastic zone disappears, and stresses tend to be the elastic solutions. In addition, the anchoring effect on the displacement of surrounding rock can be quantified by a normalization factor δ.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Mining Science and Technology - Volume 26, Issue 3, May 2016, Pages 401–407
نویسندگان
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