کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6710911 503321 2015 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Linear elastic and plastic-damage analyses of a concrete cut-off wall constructed in deep overburden
ترجمه فارسی عنوان
تجزیه و تحلیل خطی الاستیک و پلاستیک آسیب دیوار برش بتن ساخته شده در عمق بیش از حد
کلمات کلیدی
سد هسته ای بتن آسفالت، باران عمیق، دیوار برش بتن، مدل آسیب پلاستیکی درجه آسیب،
موضوعات مرتبط
مهندسی و علوم پایه مهندسی کامپیوتر نرم افزارهای علوم کامپیوتر
چکیده انگلیسی
Asphalt concrete core dams (ACCDs) are becoming more widely used worldwide. ACCDs with concrete cut-off walls (for controlling foundation seepage) have been constructed in deep overburden. It is important to assess dam safety by analysing the stress and deformation behaviour of the concrete cut-off wall. In this study, a 3D finite element (FE) procedure was developed to simulate the dam construction and water impounding processes of an ACCD. Rockfill/gravel materials were described using a Duncan-Chang model, and the interface between the concrete cut-off wall and the foundation gravel was modelled using interfacial elements that follow a tangential hyperbolic stress-strain model. The linear elastic and plastic-damage models were employed to model the concrete cut-off wall. The stress-deformation behaviour and the damage distribution of the concrete cut-off wall were numerically simulated and analysed. The results indicate that the plastic-damage model was more reliable than the elastic model in describing the mechanical behaviour of the concrete cut-off wall. The plastic-damage model can be used to evaluate the safety of concrete cut-off walls constructed in deep overburden.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers and Geotechnics - Volume 69, September 2015, Pages 462-473
نویسندگان
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