Estimation of coefficient of earth pressure at rest for coral sand considering the effect of density and stress
J Zhang, W Peng, X Liu, M Luo - Acta Geotechnica, 2024 - Springer
The coefficient of earth pressure at rest (K 0) is a crucial parameter in geotechnical design.
In this study, coral sands with various initial relative densities were subjected to K 0 …
In this study, coral sands with various initial relative densities were subjected to K 0 …
Effects of soil test variability in the bearing capacity of shallow foundations
CCM Bolaños, JE Hurtado - Transportation Infrastructure Geotechnology, 2022 - Springer
This study presents the influence of variability for geotechnical parameters on the bearing
capacity of shallow foundations. This was made from the ground variability and variability of …
capacity of shallow foundations. This was made from the ground variability and variability of …
Mineralogical, microstructural and porosimetry analysis in three different clayey soils
JC Ruge, X Palacios, F Molina-Gómez… - Journal of physics …, 2019 - iopscience.iop.org
Diffraction, scanning electron microscope and helium porosimetry techniques have been
shown to be suitable for obtaining physical and mineralogical properties in soil samples …
shown to be suitable for obtaining physical and mineralogical properties in soil samples …
[PDF][PDF] Evaluation of Analytical and Numerical Techniques to Simulate Curtain Pile Walls in a Tropical Soil of the Federal District of Brazil.
S Jacazz, YMP De Matos, FF Monteiro… - Geotechnical …, 2020 - researchgate.net
This paper is fruit of an active interaction between several universities/academics and the
University of Brasília. It has focus on the design of retaining walls. This design is increasingly …
University of Brasília. It has focus on the design of retaining walls. This design is increasingly …
Analysis of the relationship between the water retention curve, particle size and pore size distribution in the characterization of a collapsible porous clay
MC Olarte, JC Ruge - Respuestas, 2020 - revistas.ufps.edu.co
En suelos altamente porosos con susceptibilidad de colapso, existen puntos de variabilidad
volumétrica, debido a la heterogeneidad presente, en cuanto a los diámetros de las …
volumétrica, debido a la heterogeneidad presente, en cuanto a los diámetros de las …
Analysis of numerical simulations on triaxial compression tests using different constitutive models of the soil behaviour
MC Olarte, JC Ruge - Journal of Physics: Conference Series, 2019 - iopscience.iop.org
To reproduce in an accurate way by artificial methods the real behaviour of the soil is
extremely complicated, given the intrinsic heterogeneity of the soil and the innumerable …
extremely complicated, given the intrinsic heterogeneity of the soil and the innumerable …
Influencia de la modelación de la interfase en la simulación numérica de excavaciones con muros diafragma anclados
JCR Cárdenas, JA Pellaton - Respuestas, 2021 - dialnet.unirioja.es
En términos de modelación numérica, uno de los aspectos que incide principalmente en los
valores de presión de tierras de estructuras de contención ancladas, es la fricción o …
valores de presión de tierras de estructuras de contención ancladas, es la fricción o …
Evaluación del comportamiento de distintos tipos de suelo mediante herramientas computacionales incorporando modelos constitutivos del suelo
J Arévalo Muñoz, D Vázquez Ponce, FA Molina Gómez - 2021 - dspace.espol.edu.ec
El estudio del comportamiento de los suelos es indispensable para resolver problemas
complejos de la ingeniería geotécnica. A través de los años se han desarrollado …
complejos de la ingeniería geotécnica. A través de los años se han desarrollado …