Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Unified Description of Viscous Behaviors of Clay and Sand with a Visco-Hypoplastic Model
Time-dependent deformations are commonly observed in geotechnical engineering. This paper presents a unified visco-hypoplastic model to describe viscous behaviors of clay and sand by introducing a new viscous flow rule. The proposed model is capable of capturing a wide range of viscous behaviors, such as isotach behavior of clay and non-isotach behavior of sand in constant rate of strain tests. Moreover, relaxation and creep tests can be simulated as long as the corresponding conditions are prescribed.
Unified Description of Viscous Behaviors of Clay and Sand with a Visco-Hypoplastic Model
Time-dependent deformations are commonly observed in geotechnical engineering. This paper presents a unified visco-hypoplastic model to describe viscous behaviors of clay and sand by introducing a new viscous flow rule. The proposed model is capable of capturing a wide range of viscous behaviors, such as isotach behavior of clay and non-isotach behavior of sand in constant rate of strain tests. Moreover, relaxation and creep tests can be simulated as long as the corresponding conditions are prescribed.
Unified Description of Viscous Behaviors of Clay and Sand with a Visco-Hypoplastic Model
Springer Ser.Geomech.,Geoengineer.
Wu, Wei (Herausgeber:in) / Wang, Yunteng (Herausgeber:in) / Wang, Shun (Autor:in) / Xu, Xiao (Autor:in) / Kang, Xuan (Autor:in) / Xu, Guofang (Autor:in) / Wu, Wei (Autor:in)
21.03.2024
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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