Zobrazeno 1 - 10
of 46
pro vyhledávání: '"Efraín Ovando-Shelley"'
Autor:
Leonardo Alcántara Nolasco, Silvia García, Efraín Ovando-Shelley, Marco Antonio Macías Castillo
Publikováno v:
Geofísica Internacional, Vol 53, Iss 3, Pp 221-239 (2014)
Este artículo presenta y discute el uso de las redes neuronales para determinar la duración de los movimientos fuertes del terreno. Para tal efecto se desarrolló un modelo neuronal, utilizando datos acelerométricos registrados en las ciudades mex
Externí odkaz:
https://doaj.org/article/22984655bfeb4f8c8f53fa51ecb85258
Autor:
Efraín Ovando-Shelley
Publikováno v:
Geofísica Internacional, Vol 51, Iss 2, Pp 143-156 (2012)
El potencial para Ia aparición de grietas y fisuras en Ia Cuenca de Mexico puede inferirse a partir de Ia medición de microtremores. Una gran parte de las grietas de Ia cuenca han aparecido en zonas donde el espesor de los suelos blandos compresibl
Externí odkaz:
https://doaj.org/article/2e7f1920b61142518530e62e691c45ea
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 176:178-193
The now-abandoned project for a new international airport for Mexico City was located at a site on the former Texcoco Lake, where extremely difficult subsoil conditions prevail. The behaviour of one of the trial embankments built to test foundation s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a9d68c676cf020b6d0b009d316ba68e
https://doi.org/10.1680/jgeen.21.00081
https://doi.org/10.1680/jgeen.21.00081
Autor:
Efraín Ovando-Shelley
Publikováno v:
Geofísica Internacional. 51:143-156
El potencial para Ia aparición de grietas y fisuras en Ia Cuenca de Mexico puede inferirse a partir de Ia medición de microtremores. Una gran parte de las grietas de Ia cuenca han aparecido en zonas donde el espesor de los suelos blandos compresibl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c8564ed49b3d512793260f386faa57e
https://doi.org/10.22201/igeof.00167169p.2012.51.2.603
https://doi.org/10.22201/igeof.00167169p.2012.51.2.603
Autor:
Mario Ordaz, Mario A. Salgado-Gálvez, Miguel A. Mánica, Efraín Ovando-Shelley, Ezio Faccioli, Luis Osorio, María Clara Madrigal
Publikováno v:
Soil Dynamics and Earthquake Engineering. 166:107781
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b39af8f17568e4524094cb7a9054cc7
https://doi.org/10.1016/j.soildyn.2023.107781
https://doi.org/10.1016/j.soildyn.2023.107781
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
The final publication is available at Springer via http://dx.doi.org/10.1007/s11440-020-01025-4. A constitutive framework for the simulation of the time-dependent behaviour of soft structured clays has been developed from the combination of a number
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::96339de1c136b71b492b358153a97374
https://doi.org/10.1007/s11440-020-01025-4
https://doi.org/10.1007/s11440-020-01025-4
Publikováno v:
Proceedings of the International Association of Hydrological Sciences, Vol 382, Pp 521-524 (2020)
This paper describes the application of an EVP one-dimensional constitutive soil model to analyse regional subsidence. The model was modified assuming that the boundary conditions vary over time, as well as considering the stratification of the subso
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4e8190b229158690fe59f550a5258738
https://www.proc-iahs.net/382/521/2020/piahs-382-521-2020.pdf
https://www.proc-iahs.net/382/521/2020/piahs-382-521-2020.pdf
Publikováno v:
Geotechnical and Geological Engineering. 38:1471-1484
The behaviour of natural and reconstituted clay samples from the Basin of Mexico under uniaxial stress and strain conditions is compared. Samples from two sites in the former lake zone were reconstituted following a procedure facilitating a compariso
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d11a87f824f8fb5140c741da3e17ac1f
https://doi.org/10.1007/s10706-019-01103-9
https://doi.org/10.1007/s10706-019-01103-9
Autor:
E. Botero, V.M. Pineda-Núñez, Norma Patricia López-Acosta, Alexandra Ossa, Efraín Ovando-Shelley, Alejandra Liliana Espinosa-Santiago, M.J. Mendoza
Publikováno v:
Geotextiles and Geomembranes. 47:618-631
Vacuum consolidation of soils is a technology that, to date, has not been implemented in the Valley of Mexico, where clays are highly compressible and have very low shear resistance and low permeability. This paper describes the experience of a test
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::356170639c9ae9b3ca51e485f1e4f19d
https://doi.org/10.1016/j.geotexmem.2019.103459
https://doi.org/10.1016/j.geotexmem.2019.103459
Publikováno v:
Developments in Sustainable Geomaterials and Environmental Geotechnics ISBN: 9783030796464
Anthropogenic activity has created mine waste, particularly tailings, which are generated by many mining operations, and their storage provides an enormous challenge to designers and operators. The mechanical properties and characteristics of mine ta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4db7f595d445ca0ac1bd806d55f59809
https://doi.org/10.1007/978-3-030-79647-1_3
https://doi.org/10.1007/978-3-030-79647-1_3
