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    Long-Term Response of Sand Subjected to Repetitive Simple Shear Loading: Shakedown, Ratcheting, and Terminal Void Ratio 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 006:;page 04023028-1
    Author(s): Wonjun Cha; Junghee Park; J. Carlos Santamarina
    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 ...
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    Effect of Soft Viscoelastic Biopolymer on the Undrained Shear Behavior of Loose Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 008:;page 04021072-1
    Author(s): Dong-Hwa Noh; Wonjun Cha; J. Carlos Santamarina; Gye-Chun Cho; Tae-Hyuk Kwon
    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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