Effect of granular piles with geotextile encasement on strength tests of expansive clays

This paper presents experimental data on unconfined compressive strength (UCS) and California bearing ratio (CBR) tests of expansive clay reinforced with granular piles (GPs) with and without geotextile encasement. One set of test samples were compacted at optimum moisture content and maximum dry de...

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Veröffentlicht in:	Proceedings of the Institution of Civil Engineers. Ground improvement 2021-05, Vol.174 (2), p.70-78
Hauptverfasser:	Phanikumar, B. R., Etukuri, Raju Ramanjaneya
Format:	Artikel
Sprache:	eng
Schlagworte:	California bearing ratio Compressive strength Dry density Encasements Expansive clays Geotechnical fabrics Moisture content Penetration tests
Online-Zugang:	Volltext
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