Synergetic Theory of Information Entropy Based on Failure Approach Index for Stability Analysis of Surrounding Rock System.

Xiong, Lijun; Yuan, Haiping; Liu, Gaoliang; Li, Hengzhe; Zou, Yangyao; Liu, Xiaohu; Li, Xiaoming

Xiong, Lijun; Yuan, Haiping; Liu, Gaoliang; Li, Hengzhe; Zou, Yangyao; Liu, Xiaohu; Li, Xiaoming.

Afiliación

Xiong L; College of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.
Yuan H; College of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.
Liu G; College of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.
Li H; College of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.
Zou Y; College of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.
Liu X; College of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.
Li X; College of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.

Entropy (Basel) ; 25(8)2023 Aug 20.

Article en En | MEDLINE | ID: mdl-37628267

Palabras clave

information entropy based on failure approach index; numerical limit analysis method; plastic shear strain; surrounding rock system; ultimate plastic shear strain

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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Entropy (Basel) Año: 2023 Tipo del documento: Article País de afiliación: China Pais de publicación: Suiza

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