Evidence map›Paper›PMID 37628267›Full record

ArticleEntropy (Basel, Switzerland)2023

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

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

Abstract read
In one paragraph

Article in Entropy (Basel, Switzerland), 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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5 · Who and what money

Authors and funding

7 authors.

Lijun XiongCollege of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.
Haiping YuanCollege of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.ORCID 0000-0002-0393-8729
Gaoliang LiuCollege of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.
Hengzhe LiCollege of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.ORCID 0000-0003-1525-572X
Yangyao ZouCollege of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.
Xiaohu LiuCollege of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.
Xiaoming LiCollege of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China.

Funding

Anhui Provincial Scientific Research Planning Project No. 2022AH050814National College Students Innovation and Entrepreneurship Training Program No. 202210359040SNational Natural Science Foundation of China No.51874112University Synergy Innovation Program of Anhui Province No. GXXT-2020-055
6 · The paper itself

Abstract

It is generally acknowledged that the stability evaluation of surrounding rock denotes nonlinear complex system engineering. In order to accurately and quantitatively assess the safety states of surrounding rock and provide a scientific basis for the prevention and control of surrounding rock stability, the analysis method of the synergetic theory of information entropy using the failure approach index has been proposed. By means of deriving the general relationship between the total two-dimensional plastic shear strain and the total three-dimensional plastic shear strain and obtaining the numerical limit analysis step of the plastic shear strain, the threshold value of the ultimate plastic shear strain can be determined, which has provided the key criterion for the calculation of the information entropy based on the failure approach index. In addition, combining with the synergetic theory of the principle of maximum information entropy, the evolution equation of the excavation step and information entropy based on the failure approach index of the surrounding rock system in underground mining space are established, and the equations of the general solution and particular solution as well as the expression of the destabilizing excavation step are given. To account for this, the method is applied to analyze the failure states of the floor surrounding rock after the mining of the 7

Indexed as

information entropy based on failure approach indexnumerical limit analysis methodplastic shear strainsurrounding rock systemultimate plastic shear strain

Identifiers

PMID37628267
PMCPMC10453424

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