[HTML][HTML] Validation of analytical models for the design of basal reinforced piled embankments

SJM Van Eekelen, A Bezuijen, AF Van Tol - Geotextiles and …, 2015 - Elsevier
Van Eekelen et al., 2012a, Van Eekelen et al., 2012b, Van Eekelen et al., 2013) have
introduced an analytical model for the design of the geosynthetic reinforcement (GR) in a …

Serviceability design for geosynthetic reinforced column supported embankments

DJ King, A Bouazza, JR Gniel, RK Rowe… - Geotextiles and …, 2017 - Elsevier
In recent years, geosynthetic reinforced column supported embankments (GRCSEs) have
become an increasingly popular design solution for road and rail infrastructure constructed …

[图书][B] Design and performance of embankments on very soft soils

SA Márcio de Souza, MES Marques - 2013 - books.google.com
A compilation of practical knowledge and new technologies, this book discusses all phases
of design and construction processes, from the first investigation step to the monitoring of …

Column-supported embankments: settlement and load transfer

G Filz, J Sloan, MP McGuire, J Collin… - … engineering state of the …, 2012 - ascelibrary.org
Column-supported embankments (CSEs) can reduce settlements, improve stability, and
prevent damage to adjacent facilities when embankments are constructed on ground that …

A novel 2D-3D conversion method for calculating maximum strain of geosynthetic reinforcement in pile-supported embankments

Z Zhang, M Wang, GB Ye, J Han - Geotextiles and Geomembranes, 2019 - Elsevier
For design of a geosynthetic-reinforced pile-supported (GRPS) embankment over soft soil,
the methods used to calculate strains in geosynthetic reinforcement at a vertical stress were …

[图书][B] Design guideline basal reinforced piled embankments

SJM Eekelen, MHA Brugman - 2016 - taylorfrancis.com
A basal reinforced piled embankment consists of a reinforced embankment on a pile
foundation. The reinforcement consists of one or more horizontal layers of geosynthetic …

[PDF][PDF] Geotechnical parameters of very soft clays from CPTu

MSS de Almeida, MES Marques, M Baroni - Search in, 2010 - geoengineer.org
Results of piezocone (CPTU) tests carried out on very soft soil deposits of Barra da Tijuca
and Recreio in the city of Rio de Janeiro are presented together with a data of geotechnical …

Numerical analysis of a monitored piled-supported embankment of an airport runway

FS Bastos, MSS Almeida, DF Fagundes… - Transportation …, 2024 - Elsevier
This paper presents a 3D finite element analysis of deep soil mixing column-supported
embankments (CSEs) with a geosynthetic platform. The numerical model simulated the CSE …

The behaviour of geosynthetic-reinforced pile foundation under long-term dynamic loads: model tests

Y Tang, S Xiao, Q Yang - Acta Geotechnica, 2020 - Springer
In order to reduce the effects of the low strength and high compressibility of soft soil,
geosynthetic-reinforced pile foundations (GRPF) are widely applied for the construction of …

Load-displacement compatibility analysis of a low-height column-supported embankment

MP McGuire, GM Filz, MSS Almeida - Contemporary Topics in …, 2009 - ascelibrary.org
This paper presents instrumentation results and analyses of a low-height, geosynthetic-
reinforced, column-supported embankment constructed in Brazil. The approach involves …