Výsledky vyhledávání - "Ricardo Castedo"

Akademický článek

Robustness of Reinforced Concrete Slab Structures: Lessons Learned from Two Full-Scale Tests

Autor: Alejandro Pérez Caldentey, Yolanda G. Diego, Anastasio P. Santos, Lina López, María Chiquito, Ricardo Castedo

Publikováno v: Buildings, Vol 14, Iss 2, p 558 (2024)

Within the research project ITSAFE, two full-scale structures were built, one consisting of a single-storey, two-span, 7.00 × 14.00 m2 RC frame with a solid slab and another consisting of a two-storey, 7.00 × 7.00 m2 RC frame with solid slabs. In t

Externí odkaz: https://doaj.org/article/6a0612b383c24221ac2b42cba80b1bef

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Akademický článek

Anthropic Action on Historical Shoreline Changes and Future Estimates Using GIS: Guadarmar Del Segura (Spain)

Autor: Marta Fernández-Hernández, Almudena Calvo, Luis Iglesias, Ricardo Castedo, Jose J. Ortega, Antonio J. Diaz-Honrubia, Pedro Mora, Elisa Costamagna

Publikováno v: Applied Sciences, Vol 13, Iss 17, p 9792 (2023)

A good understanding of historical change rates is a key requirement for effective coastal zone management and reliable predictions of shoreline evolution. Historical shoreline erosion for the coast of Guardamar del Segura (Alicante, Spain) is analyz

Externí odkaz: https://doaj.org/article/a3a6d02f70c6438d9959e71c39587c48

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Akademický článek

Full-Scale Field Tests on Concrete Slabs Subjected to Close-In Blast Loads

Autor: María Chiquito, Lina M. López, Ricardo Castedo, Anastasio P. Santos, Alejandro Pérez-Caldentey

Publikováno v: Buildings, Vol 13, Iss 8, p 2068 (2023)

This research evaluates the performance of different protective solutions for reinforced concrete slabs subjected to blast loading. A series of full-scale blast tests were carried out on concrete slabs at scaled distances ranging from 0.20 to 0.83 m/

Externí odkaz: https://doaj.org/article/290d2e8ddace42b2817b1666b8f0c774

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Akademický článek

Calculation of micropiles and anchors to reinforce a slope in emergency situations: application in Málaga, Spain

Autor: Alfonso Gutiérrez-Martín, José Pedro Millán-Martín, Ricardo Castedo, José Ignacio Yenes

Publikováno v: Geomatics, Natural Hazards & Risk, Vol 12, Iss 1, Pp 716-740 (2021)

The importance of preserving affected buildings and infrastructures to landslides is a critical problem in some areas. A system that is less invasive than traditional concrete diaphragm walls or piles is proposed in this work. The proposed system con

Externí odkaz: https://doaj.org/article/d37884872da84d62aecadba414640308

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Akademický článek

Reinforced Concrete Building with IED Detonation: Test and Simulation

Autor: Anastasio P. Santos, Ricardo Castedo, Lina M. López, María Chiquito, José I. Yenes, Alejandro Alañón, Elisa Costamagna, Santiago Martínez-Almajano

Publikováno v: Applied Sciences, Vol 12, Iss 15, p 7803 (2022)

There is growing concern about the possibility of a suicide bomber being immolated when the army forces or the law enforcement agencies discover the place where they prepare their material or simply find themselves inside a building. To study the pos

Externí odkaz: https://doaj.org/article/131fd3c98c03461eb54ca0e6abeb332f

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Akademický článek

Natural Fluorite from Órgiva Deposit (Spain). A Study of Its Pozzolanic and Mechanical Properties

Autor: Domingo A. Martín, Jorge Luis Costafreda, Esteban Estévez, Leticia Presa, Alicia Calvo, Ricardo Castedo, Miguel Ángel Sanjuán, José Luis Parra, Rafael Navarro

Publikováno v: Crystals, Vol 11, Iss 11, p 1367 (2021)

This work presents the results of the partial substitution of Portland cement (PC) by natural fluorite (NF) and calcined fluorite (CF) in mortars, at 10%, 25% and 40%. To meet these objectives, a sample of fluorite was initially studied by XRD, SEM a

Externí odkaz: https://doaj.org/article/9dbf541828364b7babdd1296fa2e962e

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Akademický článek

Stabilization Methodology in Foundation Soils by ERT-3D Application in Estepona, South Spain

Autor: Alfonso Gutiérrez-Martín, José I. Yenes, Marta Fernández-Hernández, Ricardo Castedo

Publikováno v: Applied Sciences, Vol 11, Iss 10, p 4455 (2021)

The paper proposes a novel methodology for the stabilization of shallow foundations, with a simplified model combined with 3D electrical resistivity tomography (ERT-3D and consolidation injections. To determine its usefulness, the method has been app

Externí odkaz: https://doaj.org/article/fd3523fe188e4620952c69fe13262e5b

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