A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Soil Stabilisation Using Plastic Waste
Abstract Stabilisation of a fine-grained soil using plastic waste is experimentally investigation in this study. Samples are prepared by mixing with four different plastic waste contents (0, 0.5, 1, and 1.5% of weight of dry soil). Variations in compaction characteristics and Unconfined compressive strength are investigated as per Indian standard experimental procedures. Percentage decrease/increase in the stated parameters is computed with respect to their untreated value. Study shows that plastic waste additive increases maximum dry density, optimum moisture content, and unconfined compressive strength to some extent. The plastic waste cut into strips form of size 5 mm × 3 mm
Soil Stabilisation Using Plastic Waste
Abstract Stabilisation of a fine-grained soil using plastic waste is experimentally investigation in this study. Samples are prepared by mixing with four different plastic waste contents (0, 0.5, 1, and 1.5% of weight of dry soil). Variations in compaction characteristics and Unconfined compressive strength are investigated as per Indian standard experimental procedures. Percentage decrease/increase in the stated parameters is computed with respect to their untreated value. Study shows that plastic waste additive increases maximum dry density, optimum moisture content, and unconfined compressive strength to some extent. The plastic waste cut into strips form of size 5 mm × 3 mm
Soil Stabilisation Using Plastic Waste
Singh, Kamal (author) / Mittal, Anupam (author)
2019-01-01
6 pages
Article/Chapter (Book)
Electronic Resource
English
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