Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Bernardo Caicedo-Hormaza"'
Autor:
Daniel Zuluaga-Astudillo, Carlos Slebi-Acevedo, Juan Carlos Ruge, Javier Camacho-Tauta, Bernardo Caicedo-Hormaza
Publikováno v:
Buildings, Vol 14, Iss 1, p 48 (2023)
In the geotechnical area, advances in diatomaceous soil research are laconic and mainly oriented towards understanding the primary soil response (typical characterization methods) considering observation and experience (failures in construction proce
Externí odkaz:
https://doaj.org/article/e38ae46d0974482fb7c9d6ac78dba139
Autor:
Daniel Zuluaga-Astudillo, Juan Carlos Ruge, Javier Camacho-Tauta, Oscar Reyes-Ortiz, Bernardo Caicedo-Hormaza
Publikováno v:
Applied Sciences, Vol 13, Iss 1, p 549 (2022)
Diatoms are microscopic algae with a skeleton called a frustule, formed chiefly of silica, and are found in almost all aquatic environments and climatic conditions. Diatomaceous soils (DSs) originate from frustule sedimentation. In civil works (desig
Externí odkaz:
https://doaj.org/article/1fee249f8e0c48dd8f94cf08f2a3d419
Autor:
Pierre Delage, Juan-Pablo Castillo Betancourt, Bernardo Caicedo Hormaza, Foivos Karakostas, Emmanuel De Laure, Philippe Lognonné, Daniele Antonangeli, Bruce Banerdt
Publikováno v:
Geotechnique
Geotechnique, 2022, ⟨10.1680/jgeot.21.00171⟩
Geotechnique, 2022, ⟨10.1680/jgeot.21.00171⟩
A detailed investigation has been conducted of the interaction between a Martian regolith simulant and the foot of a seismometer (SEIS) recently deployed on the surface of Mars within the NASA InSight mission. A specific device used to investigate th
Autor:
Edgar Rodríguez-Rincón, Julian Asdrubal Buritica Garcia, Juan Félix Rodríguez Rebolledo, Bernardo Caicedo Hormaza, Andrea J. Alarcón Posse
Publikováno v:
Soils and Rocks. 44:1-15
In this paper a 3D numerical model using a software based on the Finite Element Method (FEM), was developed and validated using the results obtained in a geotechnical centrifuge model of a piled raft system founded in soft soils undergoing regional s
Publikováno v:
Canadian Geotechnical Journal. 57:537-548
In piled raft systems (PRSs), the piles are used to support load or to control settlements. These systems, when founded in soft soils that are then consolidated by loads or subsidence processes, can induce negative friction in the piles and other phe
Publikováno v:
Soils and Rocks, Volume: 44, Issue: 2, Article number: e2021062321, Published: 25 JUN 2021
The use of Piled Raft Foundations Systems (PRFS) has been extended to different types of soils, including soft clay soils. In this type of soil it is possible that, in addition to the consolidation process due to the presence of loads, a subsidence p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3174670e6e09c794116af97df9a6d149
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752021000200407&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752021000200407&lng=en&tlng=en
Publikováno v:
Revista de Ingeniería. :4-9
Este articulo presenta el desarrollo de un modelo numerico para analizar el efecto del agua libre y la temperatura al interior de un pavimento flexible. Con base en las ecuaciones de conservacion de masa y temperatura y las leyes de flujo de agua y e