Numerical and Experimental Study of Overtopping and Failure of Rockfill Dams

被引:39
作者
Larese, Antonia [1 ,2 ]
Rossi, Riccardo [1 ,2 ]
Onate, Eugenio [1 ,2 ]
Angel Toledo, Miguel [3 ]
Moran, Rafael [3 ]
Campos, Hibber [3 ]
机构
[1] Ctr Int Metodes Numer Engn, Barcelona 08034, Spain
[2] Tech Univ Catalonia UPC BarcelonaTech, Barcelona 08034, Spain
[3] Tech Univ Madrid, Dept Civil Engn Hydraul & Energy, Escuela Tecn Super Ingenieros Caminos Canales & P, Madrid 28040, Spain
基金
欧洲研究理事会;
关键词
Overtopping; Rockfill dams; Seepage; Slope failure; FINITE-ELEMENT-METHOD; INCOMPRESSIBLE FLOWS; SEEPAGE FLOW; SURFACE; SIMULATION; PFEM; DEFORMATION; EROSION; MODELS; STOKES;
D O I
10.1061/(ASCE)GM.1943-5622.0000345
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper aims to present and validate a numerical technique for the simulation of the overtopping and onset of failure in rockfill dams caused by mass sliding. This goal is achieved by coupling a fluid dynamic model for the simulation of the free surface and through-flow problems together with a numerical technique for the calculation of the rockfill response and deformation. Both the flow within the dam body and in its surroundings are taken into account. An extensive validation of the resulting computational method is performed by solving several failure problems on physical models of rockfill dams for which experimental results have been obtained by the authors. (C) 2014 American Society of Civil Engineers.
引用
收藏
页数:23
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