EFFECT OF WASTE GLASS POWDER ON THE SWELLING AND STRENGTH CHARACTERISTIC OF DISTRICT KARAK EXPANSIVE CLAY

Expansive soils are generally considered problematic due to undesirable geotechnical characteristics like expansion, shrinking, settlement, and heaving. Such soils have low shear strength which decreases after wetting or other physical aggravations. Subsequently, such soils need proper improvement...

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Principais autores:	Bakht Zamin, Hassan Nasir, Beenish Jehan Khan, Asim Farooq
Formato:	Artigo
Idioma:	Inglês
Publicado em:	Sir Syed University of Engineering and Technology, Karachi. 2021-10-01
Colecção:	Sir Syed University Research Journal of Engineering and Technology
Assuntos:	Expansive Soil, Waste Glass Powder, CBR, Atterberg Limits, MDD, Swelling Soil.
Acesso em linha:	http://www.sirsyeduniversity.edu.pk/ssurj/rj/index.php/ssurj/article/view/362
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