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Actualización de las avenidas para la operación de los vertedores de la Presa El Infiernillo
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El Infiernillo and La Villita Dams: Seismic Behavior
Journal of the Geotechnical Engineering Division, ASCE, 1982El Infiernillo and La Villita rockfill dams in Southern Mexico underwent an earthquake of magnitude 7.6 (Ricter) on March 14, 1979, with epicenter about 68 mi(110 km) from each dam. As a consequence measurable deformations occurred in both dams, including settlement, slope distortion and cracking.
Daniel Resendiz +2 more
exaly +5 more sources
Three-dimensional analysis of Infiernillo dam during construction and filling of the reservoir
International Journal for Numerical and Analytical Methods in Geomechanics, 1983AbstractA three‐dimensional finite element program has been prepared to study the behaviour of Infiernillo dam during construction and filling of the reservoir. A linear stress‐strain behaviour of materials has been assumed. The parameters are deduced from the movements measured during construction, checked with the results of oedometer tests at the ...
J L Justo
exaly +5 more sources
Dynamic behaviour and seismic response of El Infiernillo dam
Earthquake Engineering and Structural Dynamics, 1993AbstractEl Infiernillo, a 145 m high rockfill dam in Mexico built in a narrow V‐shaped canyon, was subjected to eight major earthquakes since its construction. In this study, the dynamic dam response is analysed using (i) the recorded November 15, 1975 bedrock‐crest acceleration histories and (ii) the results of a 1970 full‐scale test conducted by UNAM,
Ahmed‐W. M. Elgamal, Ramana V. Gunturi
exaly +2 more sources
Performance of El Infiernillo Dam, 1963-1966
ASCE Soil Mechanics and Foundation Division Journal, 1967A brief description is given of El Infiernillo Rockfill Dam, in Mexico, finished in 1963. Reference is made to laboratory tests performed with core and roc fill materials. The type, number, and location of Instruments are given. An outline made of two- and three-dimensional methods used for stability analysis.
Raúl J. Marsal +1 more
exaly +2 more sources
Site Response of the Dam El Infiernillo, Guerrero-Michoacan, Mexico
Bulletin of the Seismological Society of America, 2000We estimated site effects of the earth dam El Infiernillo, located between the states of Guerrero and Michoacan, Mexico. We analyzed 125 strong-motion records from stations located at three different levels of the dam (80, 120, and 180 m) and in the free field.
Raúl R Castro, Cecilio J Rebollar
exaly +2 more sources
Finite Element Analysis of El Infiernillo Dam
Canadian Geotechnical Journal, 1973A simple trapezoidal element is presented for use in the analysis of thin core rockfill dams with nonlinear soil parameters. Handling of nonlinear soil parameters and allowance for the intermediate principal stress in plane strain problems are discussed.
exaly +2 more sources
Análisis sísmico y prueba de vibración ambiental del Puente Infiernillo I, Michoacán, México
IABSE Congress Reports<p>El estado de Michoacán se encuentra ubicado en una de las zonas de mayor actividad sísmica en México. De los sismos registrados desde 1900 con magnitud mayor a 7,5, el 20% han tenido su epicentro en Michoacán. Particularmente, dos eventos ocurridos el 19 de septiembre de 1985 (M 8,1) y de 2022 (M 7,7) han causado cuantiosas pérdidas en vidas ...
Hugo Hernández Barrios +3 more
exaly +2 more sources
Dynamic behaviour and response of El Infiernillo Dam
International Journal of Rock Mechanics and Mining Sciences, 1994exaly +2 more sources