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Undrained Monotonic Shear Response of MICP-Treated Silty Sands
Publisher: American Society of Civil Engineers
Abstract: The effect of nonplastic fines on the undrained shear response of sand depends on many variables, including fines content, skeleton void ratio (es), interfine void ratio (ef), global void ratio (e), confining pressure, and ...
Development and Evaluation of Piezoelectric Prototypes for Roadway Energy Harvesting
Publisher: American Society of Civil Engineers
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