Numerical model for reinforced soil segmental walls under surcharge loading

K Hatami, RJ Bathurst - Journal of Geotechnical and …, 2006 - ascelibrary.org
The construction and surcharge loading response of four full-scale reinforced-soil segmental
retaining walls is simulated using the program FLAC. The numerical model implementation …

Seismic time-history analysis of block-faced reinforced-soil retaining wall based on pseudo-dynamic method

L Lu, B Chen, P Liu, Z Wang, K Arai - Geotextiles and Geomembranes, 2024 - Elsevier
The horizontal displacement of a reinforced-soil retaining wall is a common deformation
mode of seismic damage. The horizontal displacement time history and accumulative …

3D coupled mechanical and hydraulic modeling of a geosynthetic-reinforced deep mixed column-supported embankment

J Huang, J Han - Geotextiles and Geomembranes, 2009 - Elsevier
Numerical studies were conducted to improve the understanding of the behavior of
geosynthetic-reinforced column-supported embankments. Due to the complexity of the …

Experimental study on performance of geosynthetic-reinforced soil model walls on rigid foundations subjected to static footing loading

C **ao, J Han, Z Zhang - Geotextiles and geomembranes, 2016 - Elsevier
Geosynthetic-reinforced soil (GRS) walls have been increasingly used to support bridge
foundations as abutment walls. On the GRS abutment wall, large footing loads are applied …

Experimental study on seismic deformation modes of reinforced-soil walls

M Sabermahani, A Ghalandarzadeh… - Geotextiles and …, 2009 - Elsevier
A series of 1-g shaking table tests were conducted on 1m high reinforced-soil wall models.
The physical models were subjected to harmonic sinusoidal-like time history input motions …

Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation

GD Skinner, RK Rowe - Geotextiles and Geomembranes, 2005 - Elsevier
There has recently been an increase in the use of geosynthetic reinforced soil structures to
support bridge abutments and approach roads in place of traditional pile supports. In this …

Evaluating the effects of the magnitude and amplification of pseudo-static acceleration on reinforced soil slopes and walls using the limit equilibrium horizontal slices …

H Nouri, A Fakher, C Jones - Geotextiles and Geomembranes, 2008 - Elsevier
The effects of horizontal and vertical pseudo-static forces on reinforced soil structures are
investigated in the paper. In particular, the effects of the magnitude and amplification of the …

Numerical modeling of the SR-18 geogrid reinforced modular block retaining walls

Y Yu, RJ Bathurst, TM Allen - Journal of Geotechnical and …, 2016 - ascelibrary.org
The paper reports numerical model details and predictions of the end-of-construction
performance for two instrumented and well-documented mechanically stabilized earth …

Three-dimensional numerical analysis of geocell reinforced shell foundations

A Ari, G Misir - Geotextiles and Geomembranes, 2021 - Elsevier
The effects of geocell reinforcement on the behavior of shell foundations were studied using
PLAXIS 3D finite element software. For this purpose, conical and pyramidal geometries were …

Evaluation of the effect of compaction on the behavior of geosynthetic-reinforced soil walls

M Ehrlich, SH Mirmoradi, RP Saramago - Geotextiles and Geomembranes, 2012 - Elsevier
This paper presents a physical model study of the influence of compaction on the behavior
of geogrid-reinforced soil walls. Experiments were accomplished in a facility at the …