The Effect of Clay on the Shear Strength of Microbially Cured Sand Particles.

Feng, Deluan; Gao, Haiqin; Li, Zhanlin; Liang, Shihua

Feng, Deluan; Gao, Haiqin; Li, Zhanlin; Liang, Shihua.

Afiliación

Feng D; School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.
Gao H; School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.
Li Z; School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.
Liang S; School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.

Materials (Basel) ; 15(10)2022 May 10.

Article en En | MEDLINE | ID: mdl-35629442

Palabras clave

microbial curing; strength characteristics; triaxial consolidation without drainage test; viscous particle content

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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Materials (Basel) Año: 2022 Tipo del documento: Article País de afiliación: China Pais de publicación: Suiza

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