Predicting strength behaviour of stabilized lateritic soil–ash matrix using regression model for hydraulically bound materials purposes
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Date
2018
Journal Title
Journal ISSN
Volume Title
Publisher
International Journal of Pavement Research and Technology
Abstract
The
multiple
regression
relationship
models
were
applied
on
the
strength
properties
of
the
treated
lateritic
soil
to
deduce
models.
These
models
were
verified
to
be
valid
to
be
applied
under
different
test
conditions
to
determine
the
dependent
variables
of
the
compaction,
Atterberg,
California
bearing
ratio
and
unconfined
compression
tests.
The
results
showed
that
the
behaviour
of
the
variables
under
laboratory
condition
was
in
tandem
with
the
regression
model
results.
This
is
a
strong
indication
that
the
regression
model
can
be
applied
in
the
field
of
soil
stabilization
in
a
statistical
engineering
application
to
predict
consistent
values
to
determine
treatment
variations.
Description
Keywords
Regression model, Hydraulically bound material, Strength behaviour, Lateritic soil-ash matrix, Pozzolanic reaction, Cementitious material
Citation
Onyelowe, K. C., & Bui Van, D. (2018). Predicting strength behaviour of stabilized lateritic soil-ash matrix using regression model for hydraulically bound materials purposes. International Journal of Pavement Research and Technology, 40. https://doi.org/10.1016/j.ijprt.2018.08.004