La Villita is a 60 m high earth and rockfill dam located 350 km southwest of Mexico City, Mexico. Since its construction the dam has been subjected to six major earthquakes, of which five are believed to be responsible for significant localized deformation in the dam. The dynamic response of the dam to these shaking events was recorded by a strong-motion instrument located near the crest on a portion of the dam, which appears to move as a sliding block. In addition, permanent displacements after each earthquake were recorded and documented. In this investigation, it is found that the strong-motion records not only indicate localized deformations (partial incremental failure) but also reveal the magnitude of the associated yield accelerat...
Instability phenomena of large existing earth dams are one of the major source of seismic vulnerabil...
An extensive investigation has been made based on the results of full-scale dynamic tests performed ...
The development of optimal methods of earthquake resistant design depends on a knowledge of how the ...
The observed behavior of La Villita dam in Mexico during five different earthquakes which have occur...
This paper presents two-dimensional plane-strain static and dynamic finite element analyses of La Vi...
Motivated by the dynamic behaviors of two earth dams, named La Villita Dam and El Infiernillo Dam in...
This report presents data on earthquake recordings made on or near dams. The serious consequences of...
Many earth dams around the world are located in zones characterised by moderate to high seismicity. ...
In this study of an earth dam, a rational procedure is developed to estimate its dynamic soil proper...
Seismic accelerations recorded on earth dams through permanent monitoring systems could be very usef...
A review of the Upper and Lower San Fernando dams during the 1971 San Fernando earthquake is present...
Full-scale experimentally determined dynamic characteristics of an earth dam determined from imposed...
Earthquakes may cause failure or profound damage for dams. Factors contributing to this are, magnitu...
An investigation has been made of the effect of two earthquakes with Richter local magnitudes ML of ...
This study examines possible failure mechanisms and dynamic behavior of the Fujinuma dam, which fail...
Instability phenomena of large existing earth dams are one of the major source of seismic vulnerabil...
An extensive investigation has been made based on the results of full-scale dynamic tests performed ...
The development of optimal methods of earthquake resistant design depends on a knowledge of how the ...
The observed behavior of La Villita dam in Mexico during five different earthquakes which have occur...
This paper presents two-dimensional plane-strain static and dynamic finite element analyses of La Vi...
Motivated by the dynamic behaviors of two earth dams, named La Villita Dam and El Infiernillo Dam in...
This report presents data on earthquake recordings made on or near dams. The serious consequences of...
Many earth dams around the world are located in zones characterised by moderate to high seismicity. ...
In this study of an earth dam, a rational procedure is developed to estimate its dynamic soil proper...
Seismic accelerations recorded on earth dams through permanent monitoring systems could be very usef...
A review of the Upper and Lower San Fernando dams during the 1971 San Fernando earthquake is present...
Full-scale experimentally determined dynamic characteristics of an earth dam determined from imposed...
Earthquakes may cause failure or profound damage for dams. Factors contributing to this are, magnitu...
An investigation has been made of the effect of two earthquakes with Richter local magnitudes ML of ...
This study examines possible failure mechanisms and dynamic behavior of the Fujinuma dam, which fail...
Instability phenomena of large existing earth dams are one of the major source of seismic vulnerabil...
An extensive investigation has been made based on the results of full-scale dynamic tests performed ...
The development of optimal methods of earthquake resistant design depends on a knowledge of how the ...