Influence of wetting–drying cycles on swell–shrink behaviour of GPA-reinforced expansive clay beds
Sign Up to like & getrecommendations! Published in 2019 at "Geomechanics and Geoengineering"
DOI: 10.1080/17486025.2019.1634288
Abstract: ABSTRACT Granular pile-anchor (GPA) technique is an innovative tension-resistant foundation technique which can effectively ward off the dual swell–shrink problem posed by expansive clays. The other tension-resistant foundation techniques are drilled piers, belled piers and… read more here.
Keywords: expansive clay; wetting drying; clay; clay beds ... See more keywords