Zobrazeno 1 - 10
of 36
pro vyhledávání: '"Jean Rodrigo Garcia"'
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 15, Iss 4 (2022)
Abstract Numerical analysis of the behavior of piled rafts seated on uniform soil with low bearing capacity has been important to support the project design. The calibration of the numerical model with instrumented load test allows usage of the resul
Externí odkaz:
https://doaj.org/article/8ee64c9b09c94358935fd795492a8106
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 14, Iss 1 (2020)
abstract: In recent years, engineering has significantly increased the use of numerical modeling, mainly applied in studies of solutions and analysis of the behavior of the soil - structure and foundation element interaction. In this sense, this pape
Externí odkaz:
https://doaj.org/article/a1b01b0947a64b29b8c38c21a0995fdb
Publikováno v:
Dyna, Vol 85, Iss 205, Pp 171-178 (2018)
Prediction of pile settlement is considered as a highly complex task by geotechnical engineering researchers and professionals, owing to the diversity of prediction methods and also to the difficulty to use predictive models that represent the nonlin
Externí odkaz:
https://doaj.org/article/5b3916a4cdd34da2917c9e41363b5c3a
Publikováno v:
Acta Scientiarum: Technology, Vol 40, Iss 1 (2018)
The behavior of piled foundations is influenced by several factors, especially those related to the geometry of the foundations, the number of piles, the height of the element that tops the piles and the type of soil in which the foundations are inse
Externí odkaz:
https://doaj.org/article/72f1efcd652a4f009d05668b593a05af
Publikováno v:
Arabian Journal of Geosciences. 16
Publikováno v:
International Journal of Geotechnical Engineering. 16:471-485
In recent years, the study of piled foundations has gained increasingly more attention within the geotechnical community. There are different methods in the literature for calculating this foundati...
Publikováno v:
Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica.
Publikováno v:
International Journal of Geomechanics. 21
This paper assesses the stability of pile reinforced slopes considering the statistical variability of the soil geomechanical parameters and varying the reinforcement geometry. The variati...
Publikováno v:
Ingeniare. Revista chilena de ingeniería v.26 n.4 2018
SciELO Chile
CONICYT Chile
instacron:CONICYT
SciELO Chile
CONICYT Chile
instacron:CONICYT
espanolEl uso de modelos numericos viene siendo cada vez mas difundido y utilizado por investigadores y profesionales en el campo geotecnico. Las herramientas numericas cuentan con precision y velocidad en los analisis de alta complejidad. Los modelo
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 14, Iss 1 (2020)
Revista IBRACON de Estruturas e Materiais, Volume: 14, Issue: 1, Article number: e14107, Published: 18 DEC 2020
Revista IBRACON de Estruturas e Materiais v.14 n.1 2021
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Volume: 14, Issue: 1, Article number: e14107, Published: 18 DEC 2020
Revista IBRACON de Estruturas e Materiais v.14 n.1 2021
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
In recent years, engineering has significantly increased the use of numerical modeling, mainly applied in studies of solutions and analysis of the behavior of the soil - structure and foundation element interaction. In this sense, this paper analyzes