Search Results - "Mayoral, Juan M."

Numerical Modeling for Tunnel Lining Optimization by Suárez-Fino, Jose Francisco, Mayoral, Juan M

“…The construction of tunnels excavated by the conventional method in densely populated urban environments requires an adequate characterization of the loads…”
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Seismic interaction of tunnel-building systems on soft clay by Mayoral, Juan M., Mosqueda, Gilberto

“…Seismic performance of structures located in urban areas, such as midrise buildings, can be significantly affected by its interaction with underground…”
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Seismic performance of soil-tunnel-building systems in stiff soils by Mayoral, Juan M, Alcaraz, Mauricio, Tepalcapa, Simón

“…In order to study seismic soil-tunnel-building interaction in stiff soils, a metro station currently under construction, located near by a 5-story masonry…”
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Investigating the spatial variability of ground motions during the 2017 Mw 7.1 Puebla-Mexico City earthquake via idealized simulations of basin effects by Asimaki, Domniki, Mohammadi, Kami, Ayoubi, Peyman, Mayoral, Juan M., Montalva, Gonzalo

“…We use strong motion records of the Mw 7.1 19 September 2017 mainshock and one- and two-dimensional (1D and 2D) simulations at six stations along a linear…”
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Tunnel performance during the Puebla-Mexico 19 September 2017 earthquake by Mayoral, Juan M, Mosqueda, Gilberto, de la Rosa, Daniel, Alcaraz, Mauricio

“…Seismic performance of tunnels during earthquakes in densely populated areas requires assessing complex interactions with existing infrastructure such as…”
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Regional subsidence effects on seismic soil-structure interaction in soft clay by Mayoral, Juan M., Castañon, Ernesto, Albarran, Jorge

“…Regional subsidence effects on dynamic soil properties and ground layering deformation are often ignored in practice, when dealing with seismic soil-structure…”
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The September 19, 2017 Mw 7.1 Puebla-Mexico city earthquake: Important findings from the field – Overview of Special Edition by Mayoral, Juan M., Franke, Kevin W., Hutchinson, Tara

“…The September 19th, 2017 Mw 7.1 Puebla-Mexico City earthquake lead to strong ground shaking in the densely populated Mexico City basin, and surrounding country…”
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Vulnerability and recovery time evaluation of an enhanced urban overpass foundation by Mayoral, Juan M., Badillo, Adriana, Alcaraz, Mauricio

“…This paper presents a vulnerability assessment and recovery time evaluation of two critical supports of a 23.5km long urban overpass built in stiff soil, in…”
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Observed building damage patterns and foundation performance in Mexico City following the 2017 M7.1 Puebla-Mexico City earthquake by Franke, Kevin W., Candia, Gabriel, Mayoral, Juan M., Wood, Clinton M., Montgomery, Jack, Hutchinson, Tara, Morales-Velez, Alesandra C.

“…The September 19th, 2017 M7.1 Puebla-Mexico City earthquake introduced strong ground motions into the Mexico City basin, which contains very soft lacustrine…”
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Seismic response characterization of high plasticity clays by Mayoral, Juan M., Castañon, Ernesto, Alcantara, Leonardo, Tepalcapa, Simon

“…An experimental study was undertaken to characterize the seismic response of high plasticity clays found in the Texoco Lake region of the Mexico City valley…”
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Vulnerability of floating tunnel shafts for increasing earthquake loading by Mayoral, Juan M., Argyroudis, Sotiris, Castañon, Ernesto

“…Fragility curves constitute the cornerstone in seismic risk evaluations and performance-based earthquake engineering. They describe the probability of a…”
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Topographic effects during the September 19, 2017 Mexico city earthquake by Mayoral, Juan M., De la Rosa, D., Tepalcapa, S.

“…Seismic waves can significantly amplify in firm soil with abrupt geometric changes due to topographic effects. Moreover, nonlinearities associated with soil…”
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Shallow three-dimensional shear wave velocity model for the Mexico City Basin by Wood, Clinton M, Rieth, Rendon M, Rahimi, Salman, Rahimi, Mohammadyar, Rosado-Fuentes, Alejandro, Mayoral, Juan M, de la Rosa, Daniel, Sánchez-Sesma, Francisco J, Cruz-Jiménez, Hugo

“…In this study, a simplified shallow three-dimensional shear wave velocity (Vs) model is presented for the Mexico City Basin. To this end, previous studies were…”
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Shear wave velocity and site period measurements for the western portion of the Mexico City Basin following the Mw7.1 2017 Puebla-Morelos, Mexico, earthquake by Wood, Clinton M, Woodfield, Landon J, Rahimi, Salman, Rosado-Fuentes, Alejandro, Sánchez-Sesma, Francisco J, Cruz-Jiménez, Hugo, Mayoral, Juan M, de la Rosa, Daniel

“…Dynamic site characterization was performed at 25 sites located on the western portion of the Mexico City Basin that were severely damaged during the Mw7.1…”
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Seismic response of bridges with massive foundations by Mayoral, Juan M., Romo, Miguel P.

“…The dynamic response of vehicular overpasses with massive foundations built in highly populated earthquake prone regions is studied to assess the massive…”
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Multi-directional cyclic p–y curves for soft clays by Mayoral, Juan M, Pestana, Juan M, Seed, Raymond B.

“…Currently there is a lack of information and experimental data to formulate p–y curves in multi-directional loading conditions for soft clays. Experimental…”
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Seismic response of high plasticity clays during extreme events by Mayoral, Juan M., Castañon, Ernesto, Sarmiento, Neftalí

“…Mexico City high plasticity clays exhibit a small degree of nonlinearity for shear strains as large as 0.1%, which leads to both moderate shear stiffness…”
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Seismic response evaluation of an urban overpass by Mayoral, Juan M., Flores, Francisco A., Romo, Miguel P.

“…The seismic response of one section of a 23 km strategic urban overpass to be built in the so‐called transition and hill zones in Mexico City is presented. The…”
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Seismic parameters characterization at Texcoco lake, Mexico by Mayoral, Juan M., Romo, Miguel P., Osorio, Luis

“…Texcoco lake area, in the Valley of Mexico, presents particularly difficult geotechnical conditions due to the presence of thick deposits of soft, highly…”
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Effects of soil cracking on the seismic response of soil–structure systems by Mayoral, Juan M., Flores, Francisco A.

“…A numerical study on the influence that cracks and discontinuities (closed cracks) can have on the seismic response of a hypothetical soil–structure system is…”
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