2021
DOI: 10.1080/14942119.2021.1919967
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The effect of polymer materials on the stabilization of forest road subgrade

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Cited by 3 publications
(5 citation statements)
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“…The swell potential (S) was defined as (∆h/hi)×100, where hi represents the initial thickness of the sample and ∆h is the increase in thickness at a specific time. Swell pressure was determined as the total vertical pressure necessary to achieve zero axial strain, per the swell under load method [4].…”
Section: Experimental Methodologymentioning
confidence: 99%
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“…The swell potential (S) was defined as (∆h/hi)×100, where hi represents the initial thickness of the sample and ∆h is the increase in thickness at a specific time. Swell pressure was determined as the total vertical pressure necessary to achieve zero axial strain, per the swell under load method [4].…”
Section: Experimental Methodologymentioning
confidence: 99%
“…The damages caused by these types of soils are estimated to be billions of dollars annually [3]. Therefore, in cases where it is not possible to avoid the construction of superstructures on these types of soils by changing the route of the road, measures should be taken to reduce the swelling of the soil, and the construction of superstructures on these soils without stabilization should be avoided [4,5]. Usually, fine-grained soils bear a significant load when subjected to moisture less than the optimal level, but as the moisture level increases, their resistance decreases, and more deformations occur in the soil.…”
Section: Introductionmentioning
confidence: 99%
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“…Their interaction with soil particles leads to changes in water attraction. Consequently, water is expelled during the compaction process which results in increased bearing capacity and other mechanical properties of the treated soil [7]. In the case of chemical treatment, it is also important to verify if the soil can be treated with chosen agents.…”
Section: Introductionmentioning
confidence: 99%