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- W776841658 abstract "This study focuses on measuring changes in engineering properties of silty-sand Loot desert soils when treated with three nontraditional products and two traditional stabilizers-the former were ionic stabilizer, and two polymer types and the latter were lime and cement. Samples were treated by each product in four different percentages; for every percentage, three specimens were constructed. Finally, they were tested after 7, 28, 60 and 90 days of curing. Specimens were mixed and compacted in the same condition; however, they were cured at different situations, polymers had dry curing and other stabilizers had wet curing. Treated and untreated samples were characterized by standard laboratory tests, namely the Unconfined Compressive Strength (UCS), Compacted Unit Weight and SEM. For objective comparisons of test results regarding sensitivity of sample to moisture changes, half of 28-day-cured-UCS samples were immersed for 7 days before testing. Results showed that except cement, other stabilizers did not significantly improve UCS in immerse condition. Polymers only at dry curing condition improved strength of samples more than cement with a different mechanism of failure that occurred only in high percentage (%3≤) of polymer. The primary reasons for failures of polymer-stabilized samples in immerse condition are concluded to be weakness of hydrogen bounding to neutralize electrically clay mineral and ineffectiveness of polymer particles to considerably decrease the permeability of polymer-treated soils." @default.
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- W776841658 date "2012-09-13" @default.
- W776841658 modified "2023-10-17" @default.
- W776841658 title "Evaluation of non-traditional stabilizers with silty-clay desert soil" @default.
- W776841658 doi "https://doi.org/10.1201/b12754-40" @default.
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