reinforced soil

The reinforced soil mass, along with the facing, forms the wall.

The project is among the tallest reinforced soil structures in the world.

Effect of wall geometry on the behaviour of reinforced soil walls.

The reinforced soil's mass, along with the facing, then acts as an improved gravity wall.

The valleys are filled in a series of steps supported by large reinforced soil slopes.

Numerous national and international awards have been received for this work on reinforced soil retaining walls.

Long-term variations of force and strain in a steep reinforced soil slope.

Field data are reported that describe the load–strain–time relationship of geogrid reinforcement in a reinforced soil structure.

Key words: reinforced soil wall, soft yielding foundation, bearing capacity design, numerical analysis.

Modelling of reinforced soil structures on difficult soils.

Application of finite element techniques to the analysis of reinforced soil walls.

Also, at vertical spacings greater than 1 m reinforced soil starts to lose its composite characteristics.

Continuous panel reinforced soil walls on rigid foundations.

Key words: model study, circular footing, soft clay, geocell reinforcement, reinforced soil.

Key words : finite element method, loading, permeability, reinforced soil.

Finite element analysis of geosynthetic reinforced soil walls.

Key words: geosynthetics, retaining walls, reinforced soil, wrapped face, structural facings.

Key words: reinforced soil, field monitoring, creep.

Key words: reinforced soil, centrifuge modeling, geotextile, retaining structure, slope stability.

These ties give to a reinforced soil a strength higher than the unreinforced soil strength.

It provides a comprehensive approach to the design of segmental concrete reinforced soil retaining walls based on:

Key words: soil-structure interaction, tunnels, deformation, reinforced soils, numerical modelling, analysis.

Key words : reinforced soil, geogrid, creep, tensile strength, strain.

The partial factor of safety, ff, is chosen based on the consequences of bond failure in the reinforced soil structure.

Bristol - reinforced soil rail embankment.