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5 articles for “Free swell index”
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Effect of Alccofine Addition on the Index and Engineering Properties of Bentonite
Abstract: This paper presents the results of Atterberg’s limit, compaction, free swell index, and unconfined compressive strength test conducted on bentonite stabilized with alccofine. The alccofine content was varied from 0 % to 2 % by dry weight of the bentonite. The specimens for the unconfined compressive strength were prepared at optimum moisture content and maximum dry unit weight obtained from the compaction test and these specimens were cured up to …
Published in Journal of Geotechnical Engineering · Vol. 6, Issue 1, 2019 · pp. 9–17 Read article
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Effect of Different Dosages of Saline Water on the Index and Engineering Properties of Bentonite
Abstract: The paper presents the effect of different dosages of saline water on the index and engineering properties of bentonite. The various tests conducted were consistency limits, free swell index, compaction and unconfined compressive strength. The saline water solution was prepared by varying the salt content from 5 to 40 gms per litre of distilled water. The specimens were prepared at their maximum dry unit weight and optimum moisture content. The …
Published in Journal of Geotechnical Engineering · Vol. 5, Issue 2, 2018 · pp. 1–7 Read article
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Comparative Study on Stabilization of Expansive Soil using Cement Kiln Dust and Ceramic Dust
Abstract: In India, expansive soils cover about 20% of total land area, these soils increase in volume (swell) during winter season and decrease in volume (shrink) during summer season. Due to this contradiction behaviour many civil engineering structures constructed on expansive soils get damaged severely, out of which pavement is the most because they are lightweight and extend over large areas. Stabilization of Expansive soil is of most importance, since to …
Published in Journal of Geotechnical Engineering · Vol. 1, Issue 3, 2014 · pp. 1–7 Read article
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Investigation on Clay Soil Stabilization using Plastic Powder
Abstract: A huge amount of black cotton soil or clayey soil is available all around the world which leads to a waste of land for construction uses, since it has expansiveness, swelling and shrinkage properties etc. So we have tried to resolve this problem by stabilizing the black cotton soil by waste material marble powder. This study impact with the effect of PP (PP) on expansive soil by conducting the laboratory …
Published in Recent Trends in Civil Engineering & Technology · Vol. 7, Issue 2, 2017 · pp. 18–21 Read article
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Assessment of Clayey Soils and Bentonite to Use as Compacted Clay Liner for the Disposal of Municipal Solid Wastes at Lucknow City, India
Abstract: Dumping of municipal solid wastes in a pit without liner causes groundwater contamination. Use of locally available clayey soils will be a cost-effective landfill technique. Mixing of locally available soils with bentonite reduces the permeability. To develop the liner for the disposal of municipal solid wastes generated from Lucknow city, India, the soil samples were collected from three different locations as nearby the Sagar Institute, Barabanki district; near railway crossing, …
Published in Journal of Geotechnical Engineering · Vol. 12, Issue 3, 2025 · pp. 62–71 Read article