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Mostrando ítems 1-10 de 18
Ponencia
Foundation-structure interaction of a group of building wiht pile foundation on expansive soil
(Presses de l'Ecole Nationale des Ponts et Chaussées, 1987)
A group of 176 residential houses, on a soil probably expansive, has suffered damage in brick walls and partitions. A three-dimensional finite element method has been applied to the set soil-piles-foundation beams to find ...
Ponencia
Cimentaciones y construcciones en arcillas expansivas: de la Itálica romana al PP-1 de Santiponce (Sevilla)
(Instituto Juan de Herrera, CEHOPU, Universidad de Sevilla, 2000)
Ponencia
Características de los muros antiguos de Sevilla
(Instituto Juan de Herrera, CEHOPU, Universidad de Sevilla, 2000)
Ponencia
Un método de elementos finitos para el proyecto y cálculo de cimentaciones por pozos sobre suelos durante la expansión, retracción o colapso
(1985)
En un estudio económico realizados en los Estados Unidos se ha demostrado que las arcillas expansivas han ocasionado más del doble de los daños producidos por inundaciones, huracanes y terremotos juntos. Por lo que respecta ...
Ponencia
Soil-structure interaction in buildings wiht pier foundation on expansive soil
(1987)
Five buildings with pier foundation on expansive clay have suffered slight structural and non-structural damage, but the foundation beams, resting on the ground were broken. The urbanization presents widespread damage. The ...
Ponencia
Stress-strain paths in the collapse-swelling-shrinkage of soils in situ
(1987)
The volume change of partly saturated soils is strongly path-dependent. A comparative study of laboratory and in situ stress-strain paths allows to choose the appropriate calculation stress-paths.
Ponencia
Damaged houses on pile foundation in expansive soil
(1987)
A group of 176 residential houses, on soil probably expansive and pile foundation, has suffered damage in brick walls and partitions.
Ponencia
The influence of stress path in the collapse swelling of soils at the laboratory
(1984)
The influence of stress-path in the collapse-swelling of soils has been thoroughly studied at the laboratory. The final volume change is path dependent in the swelling zone, but not in the collapse zone. Notwithstanding, ...
Ponencia
Diseño y cálculo de mallas de alambre postesadas para la estabilización y refuerzo de taludes.
(Universidad de Sevilla, Departamento de Construcciones Arquitectónicas I, 2016)
Una solución barata para la protección de taludes es la utilización de mallas de alambre. Este trabajo muestra el diseño de una malla de alambre de alto límite elástico, postesada con anclajes, para la estabilización y ...
Ponencia
Prediction and performance for seasonal swelling shrinkage of buildings on expansive clay
(1985)
The seasonal movements of buildings and swelling-shrinking soil profile have been measured from 1976.