Geotechnical Properties of Rubber Reinforced Cemented Clayey Soil

This paper focuses on the effect two forms of waste rubber tyres of granulate ( R g ) and fibre ( R f ) categories on the compaction–strength–consolidation–swell–durability behaviour of uncemented/cemented clayey soil. The effect of incorporation of five proportions 0%, 2.5%, 5%, 7.5% and 10% R g /...

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Veröffentlicht in:	Transportation infrastructure geotechnology 2019-12, Vol.6 (4), p.337-354
Hauptverfasser:	Yadav, Jitendra Singh, Hussain, Shaik, Garg, Ankit, Tiwari, S. K.
Format:	Artikel
Sprache:	eng
Schlagworte:	Backfill Brittleness Building Materials California bearing ratio Cement Cement reinforcements Clay Clay soils Compression Compression index Compressive strength Concrete Dry weight Ductility Embankments Engineering Foundations Geoengineering Geotechnical engineering Geotechnical Engineering & Applied Earth Sciences Granulation Hydraulics Incorporation Moisture content Penetration tests Rubber Rural roads Slopes Soil compaction Soil properties Soils Strain hardening Swelling pressure Technical Paper Tensile strength Tensile stress Tires Water content Weight loss
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