Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Hernán Patiño"'
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:
European Journal of Environmental and Civil Engineering. 27:72-95
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::988193132aaa98af77d1b53dd89c1a96
https://doi.org/10.1080/19648189.2022.2030804
https://doi.org/10.1080/19648189.2022.2030804
Publikováno v:
Acta Geotechnica. 17:1897-1915
The calculation of the long-term dynamic bearing capacity arises from the need to consider the generation of maximum pore-water pressure developed from a cyclic load. Under suitable conditions, a long-term equilibrium situation would be reached, when
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e35fcbeb231fec0e36f35053eb70d392
https://doi.org/10.1007/s11440-021-01317-3
https://doi.org/10.1007/s11440-021-01317-3
Autor:
Rubén Galindo, Hernán Patiño
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:4878-4906
The magnitude of the pore water pressure developed by a soft fine-grained soil subjected to shear stresses is what determines the occurrence of sudden failure. As part of an extensive testing progr...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff1cfe7d5abe5f2fc2a5670cd1d26e3d
https://doi.org/10.1080/19648189.2021.1877828
https://doi.org/10.1080/19648189.2021.1877828
Publikováno v:
Acta Geophysica. 67:1039-1058
The article reports the application of the mathematical theory of hysteresis to soil dynamics to characterise its behaviour under the action of cyclic loads. Based on appropriate laboratory experiments for a given soil, the achieved values were verif
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5db48f92d7f7e1d4eb231d37ed0308ed
https://doi.org/10.1007/s11600-019-00313-2
https://doi.org/10.1007/s11600-019-00313-2
Publikováno v:
Canadian Geotechnical Journal. 56:587-599
The execution of permeability tests using a triaxial cell makes it possible to eliminate the uncertainties that characterize tests performed using conventional equipment. This paper contains the results of 48 tests carried out on three materials reco
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::21f55b0066673200c1eef28da07b7dfc
https://doi.org/10.1139/cgj-2017-0293
https://doi.org/10.1139/cgj-2017-0293
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...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::913807ba431835ea735b1ca5a1df17e8
https://doi.org/10.1061/(asce)gm.1943-5622.0001793
https://doi.org/10.1061/(asce)gm.1943-5622.0001793
Autor:
Rubén Galindo, Miguel Ángel Millán, Luis E. Hernández-Gutiérrez, Claudio Olalla Marañón, Hernán Patiño
Publikováno v:
Sustainability; Volume 13; Issue 24; Pages: 13733
Sustainability, Vol 13, Iss 13733, p 13733 (2021)
Sustainability, Vol 13, Iss 13733, p 13733 (2021)
The failure criterion of low-density volcanic rocks differs radically from that of conventional rocks by manifesting collapse under isotropic stress. In this way, the shapes of the failure model do not reveal a continuously increasing growth of devia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1a468006195da86e4d4ac5823ed4c5fa
https://doi.org/10.3390/su132413733
https://doi.org/10.3390/su132413733
Publikováno v:
Soil Dynamics and Earthquake Engineering. 92:419-432
This paper presents a proposed methodology to evaluate the risk of sudden failure experienced by a soft cohesive soil when acted upon by combined static and dynamic loading. The research is based on the results of a comprehensive experimental study i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f433c8ac59f50a244696370d5854fc0
https://doi.org/10.1016/j.soildyn.2016.10.017
https://doi.org/10.1016/j.soildyn.2016.10.017
Publikováno v:
Computers and Geotechnics. 123:103556
The bearing capacity of shallow foundations under static loads has been widely studied by various authors. In contrast, the bearing capacity under dynamic loads has been solved indirectly by adopting an equivalent pseudostatic approach or by means of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b2bf3003ac35e7c08abdbb777569dda
https://doi.org/10.1016/j.compgeo.2020.103556
https://doi.org/10.1016/j.compgeo.2020.103556