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
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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
Journal: Computers and Geotechnics - Volume 69, September 2015, Pages 462-473
نویسندگان
Xiang Yu, Xianjing Kong, Degao Zou, Yang Zhou, Zhiqiang Hu,