Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Rubén Galindo-Aires"'
Autor:
Vicente Alcaraz Carrillo de Albornoz, Rubén Galindo-Aires, Antonio Lara-Galera, Gonzalo Guillán-Llorente
Publikováno v:
History of Geo-and Space Sciences, Vol 10, Pp 225-234 (2019)
History of Geo-and Space Sciences, ISSN 2190-5010, 2019-08-19, Vol. 10, No. 2
Archivo Digital UPM
Universidad Politécnica de Madrid
History of Geo-and Space Sciences, ISSN 2190-5010, 2019-08-19, Vol. 10, No. 2
Archivo Digital UPM
Universidad Politécnica de Madrid
Sir Alec Westley Skempton (4 June 1914–9 August 2001) was an English civil engineer and Professor of Soil Mechanics at Imperial College London from 1955 and Head of Department until he retired in 1981. He is often referred to as one of the founding
Publikováno v:
International Journal of Geomechanics. 21
An analytical method will be proposed to investigate the bearing mechanism of piles in an anisotropic discontinuous rock mass. Based on the characteristic line method, the discontinuous pa...
Autor:
Alcibíades Serrano-González, Francisco D. Simic-Sureda, Natalia S. Montero-Cubillo, Claudio Olalla-Marañón, Rubén Galindo-Aires
Publikováno v:
International Journal of Geomechanics. 20
Publikováno v:
International Journal of Geomechanics. 20
The application of large-amplitude cyclic shear loads on soft soils results in large strains after a certain number of cycles. These strains are highly dependent on static shear load and c...
Autor:
Claudio Olalla-Marañón, Francisco D. Simic-Sureda, Alcibíades Serrano-González, Natalia S. Montero-Cubillo, Rubén Galindo-Aires
Publikováno v:
International Journal of Geomechanics. 20
A new analytical model of soil–structure interaction for creep ground is proposed, which can be used to calculate the load evolution on an anchored structure over time and the associated cr...
Publikováno v:
History of Geo-and Space Sciences, Vol 9, Pp 107-123 (2018)
Arthur Casagrande (1902–1981) is one of the main people responsible for the geotechnics that we know today. Born in Haidenschaft, now Slovenia, he went to the United States in 1926 to participate in major civil engineering projects: he graduated in
Publikováno v:
International Journal of Geomechanics. 19
An appropriate constitutive model under cyclic shear loading must be able to characterize the behavior both at small and large strains correctly and consider the effects of degradation phenomena and the load history at the soil response. In this stud
Publikováno v:
History of Geo-and Space Sciences, ISSN 2190-5029, 2019-02-11, Vol. 10, No. 1
Archivo Digital UPM
Universidad Politécnica de Madrid
History of Geo-and Space Sciences, Vol 10, Pp 3-15 (2019)
Archivo Digital UPM
Universidad Politécnica de Madrid
History of Geo-and Space Sciences, Vol 10, Pp 3-15 (2019)
Ralph B. Peck (1912–2008), graduate and doctor of philosophy in civil engineering (1934 and 1937 respectively) from the Rensselaer Polytechnic Institute, was one of the major contributors to the development of geotechnics in the twentieth century.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8c17f9e581a62fb11bd19fa1797252e1
http://oa.upm.es/64453/
http://oa.upm.es/64453/
Publikováno v:
Sustainability, ISSN 2071-1050, 2019-12-26, Vol. 12, No. 1
Archivo Digital UPM
Universidad Politécnica de Madrid
Sustainability
Volume 12
Issue 1
Sustainability, Vol 12, Iss 1, p 219 (2019)
Archivo Digital UPM
Universidad Politécnica de Madrid
Sustainability
Volume 12
Issue 1
Sustainability, Vol 12, Iss 1, p 219 (2019)
Population growth has increased over the past two centuries. In the driest countries, water supply alternatives are scarce, with desalination being an alternative to ensure water supply to the population. Desalination plants have increased in size an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::209e186cfab0cd37895dbc4c7529205c
https://oa.upm.es/66654/
https://oa.upm.es/66654/
Publikováno v:
Computers and Geotechnics. 124:103625
Numerical simulation was performed to analyse the effects of two advancing open face tunnel excavations on existing piled foundations into London Clay stratum. As excavation advances, it is necessary to cut and remove piles in the tunnel face (‘cut