Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment
RK Rowe, KW Liu - Canadian Geotechnical Journal, 2015 - cdnsciencepub.com
The performance of four sections of a full-scale embankment constructed on soft soil is
examined using a fully coupled and fully three-dimensional finite element analysis. The four …
examined using a fully coupled and fully three-dimensional finite element analysis. The four …
Classification and characteristics of soil arching structures in pile-supported embankments
HJ Lai, JJ Zheng, RJ Zhang, MJ Cui - Computers and Geotechnics, 2018 - Elsevier
Soil arching effect is a key load-transfer component in pile-supported embankments.
However, previous models that account for soil arching effect consider various assumptions …
However, previous models that account for soil arching effect consider various assumptions …
Load transfer mechanism and deformation of reinforced piled embankments
A series of twenty-eight centrifuge tests was performed on piled embankments with basal
geosynthetic reinforcement to assess the influence of pile spacing, embankment height, pile …
geosynthetic reinforcement to assess the influence of pile spacing, embankment height, pile …
Geosynthetic reinforcement of pile-supported embankments
Rigid piles are used to reinforce soft soil foundations and thus increase embankment
stability. This technique is improved by placing one or more geosynthetic reinforcement (GR) …
stability. This technique is improved by placing one or more geosynthetic reinforcement (GR) …
Numerical analysis of a geosynthetic-reinforced piled load transfer platform–validation on centrifuge test
Soft soil improvement techniques using a network of rigid inclusions and geosynthetic
reinforcement are investigated to improve our understanding of load transfer mechanisms …
reinforcement are investigated to improve our understanding of load transfer mechanisms …
A closed-form solution for column-supported embankments with geosynthetic reinforcement
Soil arching effect results from the non-uniform stiffness in a geosynthetic-reinforced and
column-supported embankment system. However, most theoretical models ignore the …
column-supported embankment system. However, most theoretical models ignore the …
Numerical modelling of a structure with shallow strip foundation during earthquake-induced liquefaction
K Kassas, O Adamidis, N Gerolymos… - …, 2021 - icevirtuallibrary.com
Structures with shallow foundations are susceptible to excessive settlement and rotation in
the event of earthquake-induced soil liquefaction. Numerical modelling of the problem …
the event of earthquake-induced soil liquefaction. Numerical modelling of the problem …
Centrifuge model studies on the settlement response of geosynthetic piled embankments
B Reshma, K Rajagopal… - Geosynthetics …, 2020 - icevirtuallibrary.com
The paper aims at comparing the deformation behaviour of unreinforced embankments,
basal reinforced embankments and geosynthetic reinforced embankments with floating and …
basal reinforced embankments and geosynthetic reinforced embankments with floating and …
Load transfer mechanisms of granular cushion between column foundation and rigid raft
The granular cushion has been increasingly used as a load transfer platform between a
column foundation and a raft to ensure appropriate contact and load transfer among the raft …
column foundation and a raft to ensure appropriate contact and load transfer among the raft …
Geosynthetic-reinforced pile-embankments: numerical, analytical and centrifuge modelling
MSS Almeida, DF Fagundes, L Thorel… - Geosynthetics …, 2020 - icevirtuallibrary.com
This paper presents numerical and analytical models to complement experimental data
obtained from 40 centrifuge tests of geosynthetic-reinforced piled embankments, 12 of which …
obtained from 40 centrifuge tests of geosynthetic-reinforced piled embankments, 12 of which …