The use of geosynthetic in soil and coastal engineering is increasing and improving due to
improvements in its engineering properties and fabrication techniques. While some …

The paper describes the novel use of recycled construction and demolition waste (RCDW)
material as the backfill material in an otherwise conventional 3.6-m high wrapped-face …

The choice of structure element to simulate soil reinforcement and soil–structure interaction
details for numerical modelling of mechanically stabilized earth (MSE) walls can have a …

A high-density polyethylene (HDPE) geogrid soil-reinforced dry-cast concrete block
retaining wall 6.3-m high was designed using the K-stiffness method as part of a highway …

This study analyses two full-scale model tests on mechanically stabilized earth (MSE) walls.
One test was conducted with a rigid and one with a flexible wall face. Other parameters were …

The paper presents the numerical modelling details using the finite difference method (FDM)
to simulate the performance of a well-instrumented geogrid-reinforced incremental concrete …

The paper reports the details of numerical models used to predict the performance of two 3.6
m-high well-instrumented wrapped-face walls. The walls were nominally identical except …

The paper describes the results and lessons learned using a FEM model to simulate
quantitative performance features of the Minnow Creek steel-strip reinforced soil wall …

A mechanically stabilized earth wall with steel strip soil reinforcement was built and
instrumented by the Public Works Research Institute of Japan. Measured reinforcement …

Waste foundry sand (WFS) is a sustainable backfill geomaterial with potential to be used in
retaining structures. In the present study, 28 distinct laboratory-scale physical model …