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
peer reviewedThe paper covers a brief description and a comprehensive comparative analysis of severa...
An increasing interest is rising on the study of rockfill embankment dams during overspilling. Desig...
The present work is concerned with some recent advances in FSI simulations with particular emphasis ...
This paper aims to present and validate a numerical technique for the simulation of the overtopping ...
This paper presents the work carried out during the last years for the creation of a numerical model...
An increasing interest is rising on the study of rockfill embankment dams during overspilling. Desig...
Rockfill dams are nowadays often preferred over concrete dams because of their economic advantages, ...
In recent years the technology on embankments dams has developed sensibly due to the advances in soi...
In recent years the technology on embankments dams has developed sensibly due to the advances in soi...
In recent years the technology on embankments dams has developed sensibly due to the advances in soi...
The development of overtopping protection systems often requires detailed analyses of complex physic...
Dams are vulnerable to extreme flood events in turn leading to accidental overtopping. This inpartic...
ABSTRACT: Rockfill is the most abundant building material. It is often used for water retention unde...
Embankment dams are vulnerable to excessive through flow and overtopping due to erodible and perviou...
The aim of this work is to study the consequences of an overtopping on the stability of earth dams a...
peer reviewedThe paper covers a brief description and a comprehensive comparative analysis of severa...
An increasing interest is rising on the study of rockfill embankment dams during overspilling. Desig...
The present work is concerned with some recent advances in FSI simulations with particular emphasis ...
This paper aims to present and validate a numerical technique for the simulation of the overtopping ...
This paper presents the work carried out during the last years for the creation of a numerical model...
An increasing interest is rising on the study of rockfill embankment dams during overspilling. Desig...
Rockfill dams are nowadays often preferred over concrete dams because of their economic advantages, ...
In recent years the technology on embankments dams has developed sensibly due to the advances in soi...
In recent years the technology on embankments dams has developed sensibly due to the advances in soi...
In recent years the technology on embankments dams has developed sensibly due to the advances in soi...
The development of overtopping protection systems often requires detailed analyses of complex physic...
Dams are vulnerable to extreme flood events in turn leading to accidental overtopping. This inpartic...
ABSTRACT: Rockfill is the most abundant building material. It is often used for water retention unde...
Embankment dams are vulnerable to excessive through flow and overtopping due to erodible and perviou...
The aim of this work is to study the consequences of an overtopping on the stability of earth dams a...
peer reviewedThe paper covers a brief description and a comprehensive comparative analysis of severa...
An increasing interest is rising on the study of rockfill embankment dams during overspilling. Desig...
The present work is concerned with some recent advances in FSI simulations with particular emphasis ...