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Long-Term Response of Sand Subjected to Repetitive Simple Shear Loading: Shakedown, Ratcheting, and Terminal Void Ratio
Publisher: American Society of Civil Engineers
Abstract: Low-amplitude repetitive drained loading may hinder the long-term performance of engineered and natural systems. This study examines the volumetric and shear response of a uniform quarzitic sand subjected to repetitive ...
Effect of Soft Viscoelastic Biopolymer on the Undrained Shear Behavior of Loose Sands
Publisher: ASCE
Abstract: Soft viscoelastic biological products such as biopolymers and biofilms have recently garnered significant interest as alternative biogrout materials for ground improvement because of their nontoxic and biodegradable ...
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