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Study on the critical stress threshold of weakly cemented sandstone damage based on the renormalization group method

作     者:Zhaoyang Song Hongguang Ji Zhiqiang Liu Lihui Sun Zhaoyang Song;Hongguang Ji;Zhiqiang Liu;Lihui Sun

作者机构:Beijing China Coal Mine Engineering Company Limited.Beijing 100013China School of Civil and Resource EngineeringUniversity of Science and Technology Beijing.Beijing 100083China School of Mining and GeomaticsHebei University of Engineering.Handan 056038.China 

出 版 物:《International Journal of Coal Science & Technology》 (国际煤炭科学技术学报(英文))

年 卷 期:2020年第7卷第4期

页      面:693-703页

核心收录:

学科分类:08[工学] 080104[工学-工程力学] 0815[工学-水利工程] 0801[工学-力学(可授工学、理学学位)] 

基  金:the National Natural Science Foundation of China(Grant No.51534002) the Special Funds for Technological Innovation and Entrepreneurship of China Coal Science and Engineering Group Co.Ltd.(2018-TDMS011) 

主  题:Weakly cemented sandstone Renormalization group method Damage and failure Threshold 

摘      要:During the microstructural analysis of weakly cemented sandstone,the granule components and ductile structural parts of the sandstone are typically *** the contact between granules in the microstructure of weakly cemented sandstone,three basic units can be determined:regular tetrahedra,regular hexahedra,and regular *** group models with granule-and pore-centered weakly cemented sandstone were established,and,according to the renormalization group transformation rule,the critical stress threshold of damage was *** results show that the renormalization model using regular octahedra as the basic units has the highest critical stress *** threshold obtained by iterative calculations of the granule-centered model is smaller than that obtained by the pore-centered *** granule-centered calculation provides the lower limit(18.12%),and the pore-centered model provides the upper limit(36.36%).Within this range,the weakly cemented sandstone is in a phase-like critical *** is,the state of granule aggregation transforms from continuous to *** the relative stress range of 18.12%-36.36%,the weakly cemented sandstone exhibits an increased proportion of high-frequency signals(by 83.3%)and a decreased proportion of low-frequency signals(by 23.6%).The renormalization calculation results for weakly cemented sandstone explain the high-low frequency conversion of acoustic emission signals during *** research reported in this paper has important significance for elucidating the damage mechanism of weakly cemented sandstone.

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