Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Claudio Olalla-Marañón"'
Publikováno v:
Applied Sciences, Vol 13, Iss 13, p 7637 (2023)
Svetlana Melentijevic was not included as an author in the original publication [...]
Externí odkaz:
https://doaj.org/article/5dadb369cd124432821eb96558fb41d7
Publikováno v:
Applied Sciences, Vol 13, Iss 11, p 6705 (2023)
Svetlana Melentijevic was not included as an author in the original publication [...]
Externí odkaz:
https://doaj.org/article/9a2e946c4fc843009ed7dc6d7d1e0553
Publikováno v:
Applied Sciences, Vol 11, Iss 24, p 11829 (2021)
The influence of the non-associative flow law on the bearing capacity of shallow foundations on rock masses is, in general, a subject that is not discussed in the field of rock mechanics. The calculation methods of bearing capacity usually do not def
Externí odkaz:
https://doaj.org/article/231973a7f2f647f4bf192b41bacfe2f5
Publikováno v:
Applied Sciences, Vol 11, Iss 24, p 12068 (2021)
This paper aims to study the bearing capacity of a shallow foundation on rock mass, considering the most usual bridge footing width and adopting a Hoek–Brown material. The dimension of the foundation has been shown to be very significant in soils w
Externí odkaz:
https://doaj.org/article/dad211a5eb2f4cbe82d8764649c5a91d
Publikováno v:
Applied Sciences, Vol 10, Iss 23, p 8433 (2020)
This paper refers to cyclic shear strains (γc) and permanent shear strains (γp) of a soft cohesive soil, when both monotonic shear stresses (τo) and cyclic shear stresses (τc) are applied. The research is backed by an extensive experimental progr
Externí odkaz:
https://doaj.org/article/fe2a7e5186854f0e94302d6b2a53c898
Publikováno v:
Applied Sciences, Vol 10, Iss 3, p 1119 (2020)
When inner cavities of significant dimensions exist in natural rocks, problems arise when a shallow foundation for a building, bridge or other structure is builtonthem. Thus, taking one of the most representative cavity geometries in nature, the elli
Externí odkaz:
https://doaj.org/article/9a16d72fbacb4298aa49f5ab8ae71d3f
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
Current simplified analysis methods for rectangular underground structures subjected to earthquake action present in US design codes or analogous documents are based on the structure shear ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c079fa1427ca9eccb0a0c6ec68b78119
https://doi.org/10.1061/(asce)gt.1943-5606.0002587
https://doi.org/10.1061/(asce)gt.1943-5606.0002587
Publikováno v:
Tunnelling and Underground Space Technology, ISSN 0886-7798, 2019-06, Vol. 88
Archivo Digital UPM
Universidad Politécnica de Madrid
Archivo Digital UPM
Universidad Politécnica de Madrid
Current design methodologies for underground structures subjected to earthquake action are based on closed-form solutions of the so-called racking coefficient, which relates the soil free-field distortion deformation to the structure distortion defor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16c443e77c6757e59709827d05801059
https://doi.org/10.1016/j.tust.2019.03.002
https://doi.org/10.1016/j.tust.2019.03.002
Publikováno v:
Sustainability
Volume 12
Issue 23
Sustainability, Vol 12, Iss 10063, p 10063 (2020)
Volume 12
Issue 23
Sustainability, Vol 12, Iss 10063, p 10063 (2020)
It is usual to adopt the seismic force acting as an additional body force, employing the pseudo-static hypothesis, when considering earthquakes in the estimation of the bearing capacity of foundations. A similar approach in seepage studies can be app
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dc2fdf252151875eb016622cdcaa51cb
https://avesis.gazi.edu.tr/publication/details/8324620f-d547-4673-91dc-0d9ef05313e0/oai
https://avesis.gazi.edu.tr/publication/details/8324620f-d547-4673-91dc-0d9ef05313e0/oai
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b52bd6d8bc865586e2c3554d1e92d6b
https://doi.org/10.1061/(asce)gm.1943-5622.0001868
https://doi.org/10.1061/(asce)gm.1943-5622.0001868