Fiber-reinforced polymer composites represent an alternative construction m
aterial without many of the performance disadvantages of traditional materi
als. The use of fiber-re info rc ed polymer as a pile material can eliminat
e deterioration problems of conventional piling materials in waterfront env
ironments and aggressive soils. This paper presents the preliminary results
of an experimental study conducted to assess the durability of piling made
of recycled plastics in aggressive soils for long-term usage in civil infr
astructure applications. An accelerated testing protocol permitting predict
ion of the behavior of plastic piles was developed. Specimens were exposed
to solutions with fixed acidic, basic, and neutral pH at elevated temperatu
res. Compressive strength was used as an index to quantify the degradation
of the specimens. An Arrhenius model was used to predict the service life o
f the product.