Response of Sandy Soil Stabilized by Polymer Additives By Xueyan Liu in Open Access Journal of Environmental and Soil Sciences in Lupine Publishers
Traditional sandy soil stabilizers such as lime cement, fly ash and
bituminous materials, etc., usually require long curing time.
Hence now a day, polymer stabilizer is used more extensively because of
its stable chemical property and shorter curing time.
For the developing organization, it is important to judge the
performance of stabilized soil during its developing stages only. This
paper aims to highlight a quick and easy test to evaluate the mechanical
performance of such polymer based stabilized soil. For this
study, three different kinds of polymer stabilizers at developing stage
were evaluated against a market ready product. The analysis
of the test result include a comparison of the strength, moisture loss
rate and strain energy under different curing time, polymer
type, polymer additive amount and test conditions. This study shows that
the strength of the stabilized sandy soil is significantly
increased both under wet and dry conditions by using the polymer
additives. With the procedure mentioned in the paper it was
easier to identify the relative merits and demerits of each product.
https://lupinepublishers.com/environmental-soil-science-journal/fulltext/response-of-sandy-soil-stabilized-by-polymer-additives.ID.000112.php
https://lupinepublishers.com/environmental-soil-science-journal/abstracts/response-of-sandy-soil-stabilized-by-polymer-additives.ID.000112.phphttps://lupinepublishers.com/environmental-soil-science-journal/fulltext/response-of-sandy-soil-stabilized-by-polymer-additives.ID.000112.php
https://lupinepublishers.com/environmental-soil-science-journal/pdf/OAJESS.MS.ID.000112.pdf
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