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RISEfficacy of Iron-Based Nanoparticles and Nanobiocomposites in Removal of Cr3+
Publisher: American Society of Civil Engineers
Abstract: This paper discusses the efficacy of zero-valent iron nanoparticles (ZVIN), magnetic iron oxide nanoparticles (MIN), zero-valent iron nanoparticles/tea waste composite (ZVIN-TW), magnetic iron oxide nanoparticles/tea waste ...
Efficacy of Iron-Based Nanoparticles and Nanobiocomposites in Removal of Cr3+
Publisher: American Society of Civil Engineers
Abstract: This paper discusses the efficacy of zero-valent iron nanoparticles (ZVIN), magnetic iron oxide nanoparticles (MIN), zero-valent iron nanoparticles/tea waste composite (ZVIN-TW), magnetic iron oxide nanoparticles/tea waste ...
Volume Change Behavior of Fly Ash-Stabilized Clays
Publisher: American Society of Civil Engineers
Abstract: This paper presents, by way of comparison, the effect of fly ash on the volume change of two different types of clay, one a highly plastic expansive clay and the other a nonexpansive clay, also of high plasticity. Expansive ...
Engineering Behavior of a Remolded Expansive Clay Blended with Lime, Calcium Chloride, and Rice-Husk Ash
Publisher: American Society of Civil Engineers
Abstract: This paper presents experimental results obtained from tests conducted on remolded expansive soil specimens blended with rice-husk ash (RHA) and stabilized with lime and calcium chloride. The amounts of RHA, lime, and ...
Pullout Behavior of Granular Pile-Anchors in Expansive Clay Beds In Situ
Publisher: American Society of Civil Engineers
Abstract: Granular pile anchors (GPA) are one of the recent innovative foundation techniques devised for mitigating the problems posed by swelling clay beds. In a granular pile anchor, the footing is anchored to an anchor plate at ...