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Viscoelastic Behavior of Silica Particle Compacts under Dynamic Compression
Publisher: American Society of Civil Engineers
Abstract: The viscoelastic behavior of model sandy soils in the form of silica particle compacts under dynamic compression (0.2–10.0 Hz) is reported. The solid content ranges from 24 to 28% by volume, as controlled by compaction. ...
Investigation of the Pore Structures and Water Absorbency of Foamed Alkali-Activated Binders
Publisher: ASCE
Abstract: Water absorbency of foamed alkali-activated binders (FAABs) with various pore distributions were investigated in this study, where the pore structures were characterized and analyzed quantitatively to expound the mechanism ...
Biomodification of Bond Performance of Coconut Fiber in Cement Mortar to Enhance Damping Behavior
Publisher: ASCE
Abstract: In this study, bio-modified coconut fiber as a renewable and eco-friendly material was used to enhance the damping properties of cement mortar and reduce the adverse effects of vibration. The chemical bonds, relative ...