Anisotropy in the Liquefaction Resistance of Fibre Reinforced Sand.

Zhang, Xidong; Zhuang, Yan; Wang, Zhen'ang; Yang, Changxing; Hu, Shunlei

Zhang, Xidong; Zhuang, Yan; Wang, Zhen'ang; Yang, Changxing; Hu, Shunlei.

Afiliación

Zhang X; Shanxi Key Laboratory of Civil Engineering Disaster Prevention and Control, Institute of Geotechnical & Underground Engineering, School of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China.
Zhuang Y; Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing 210096, China.
Wang Z; Shanxi Key Laboratory of Civil Engineering Disaster Prevention and Control, Institute of Geotechnical & Underground Engineering, School of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China.
Yang C; Shanxi Key Laboratory of Civil Engineering Disaster Prevention and Control, Institute of Geotechnical & Underground Engineering, School of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China.
Hu S; Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing 210096, China.

Materials (Basel) ; 16(21)2023 Oct 30.

Article en En | MEDLINE | ID: mdl-37959556

Palabras clave

anisotropy; effective stress path; fibre reinforcement; liquefaction resistance; sand

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Texto completo: 1 Colección: 01-internacional Banco de datos: MEDLINE Idioma: En Revista: Materials (Basel) Año: 2023 Tipo del documento: Article País de afiliación: China

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