Abstract:
The road construction industry faces a shortage of naturally occurring gravel materials that meet
the requirements for base or even at times sub-base quality. This situation is exacerbated in some
cases by the occurrence of mica in soils. This is reported to significantly affect the engineering
properties of materials, including plasticity index and compacted density. The objective of this
paper is to investigate the influence of mica on the unconfined compressive strength (UCS) and
volumetric changes of a cement-treated gravel material. Free mica (muscovite) was added in
predetermined percentages by mass to neat gravel (G5) and specimens subjected to a series
of standard laboratory tests. The results show that UCS of greater than 3 MPa is achievable by
stabilising less than 5% mica content gravel material with at least 4% cement. Mica content
beyond 10% results in very low UCS, even for cement content greater than 6%.
