Rogério Francisco Puppi1, José Manoel Caron2
Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.39, No.2, pp. 1-15, 2023, DOI:10.23967/j.rimni.2023.06.001
- 19 June 2023
Abstract '''–
Design
of
steep
slopes
and
retaining
walls,
reinforced
with
geotextile
or
geogrids,
requires
internal
stability
checks
usually
referred
to
a
critical
failure
surface,
which
determines
the
amount
of
reinforcement
required.
In
determining
the
length
of
the
reinforcement
layers
the
position
of
the
critical
surface
and
also
of
the
sub-critical
surfaces
must
be
considered.
In
relation
to
these,
are
verified
the
anchorage
lengths
required
to
ensure
the
pullout
resistance
of
the
reinforcements.
This
paper
presents
a
study
based
on
limit
equilibrium
analysis,
with
bi-linear
failure
surface,
to
determine
the
amount
and
length
of
the
reinforcement… More >
Login
Register
