Study on evolution law of rock compression energy and nonlinear evolution model

被引:0
作者
Zhang J. [1 ]
机构
[1] Institute Of Railway Engineering, Liaoning Railway Vocational And Technical College, Jinzhou
来源
Meitan Kexue Jishu/Coal Science and Technology (Peking) | 2021年 / 49卷 / 08期
关键词
Elastic energy; Energy evolution; Micro-element strength; Nonlinear evolution model;
D O I
10.13199/j.cnki.cst.2021.08.009
中图分类号
学科分类号
摘要
In order to study the evolution law of compressive energy of rocks under different confining pressures, MTS815.02 testing ma¬chine was used to perform triaxial compression tests on Fuxin Hengda coal mine sandstone under different confining pressures, and the e- lastic energy change curves under different conditions were calculated by energy calculation method. The law of rock energy evolution un¬der different confining pressures and the influence of elastic modulus on the variation of elastic energy under the same confining pressure were analyzed. Based on the generalized Hooke's law and the law of conservation of energy and the relationship between elastic energy and energy release rate, a new energy nonlinear evolution model was established by introducing the concept of micro-element strength. The re¬sults showed that with the increase of confining pressure, the elastic energy and total energy of the rock showed a linear increase trend at the peak point and the energy in conventional triaxial compression was much larger than that of uniaxial compression. It showed that the confining pressure can effectively improve the bearing capacity of the rock. In the pre-peak stage, the model curve was fitted to the test data to a higher degree, and in the post-peak stage, the model curve could also better describe the relationship between elastic energy and axial strain. The overall model curve had a good fit with the test curve. This indicates that the model is closer to the actual deformation and failure evolution law of the surrounding rock, and the established model can better reflect the relationship between rock elastic energy- strain changes, and the parameters in the damage model could be determined through experiments. The introduced distribution parameters also has obvious physical meaning. Although the model curve and the post-peak test curve have large deviations, the model can not only describe the curve change law of the pre-peak stage, but also describe the change law of the post-peak curve, which makes up for the shortcomings of the original energy model that can not describe the curve of the post-peak curve. © 2021 China Coal Society. All Rights Reserved.
引用
收藏
页码:73 / 80
页数:7
相关论文
共 21 条
  • [1] ZHANG Liming, GAO Su, WANG Zaiquan, Et al., Analysis of marble failure energy evolution under loading and unloading condi? tions[ J], Chinese Journal of Rock Mechanics and Engineering, 32, 8, pp. 1572-1578, (2013)
  • [2] LIU W B, ZHANG S G, SUN B Y., Energy evolution of rock under different stress paths and establishment of a statistical damage model[ J], KSCE Journal of Civil Engineering, 23, 10, pp. 4274-4287, (2019)
  • [3] CONG Yu, WANG Zaiquan, ZHENG Yingren, Et al., Energy evolu? tion principle of fracture propagation of marble with different unloa? ding stress paths[ J], Journal of Central South University( Science and Technology), 47, 9, pp. 3140-3147, (2016)
  • [4] LI Tianbin, CHEN Ziquan, CHEN Guoqing, Et al., An experimental study of energy mechanism of sandstone with different moisturecontents[J], Rock and Soil Mechanics, 36, pp. 229-236, (2015)
  • [5] HUANG Da, HUANG Runqiu, ZHANG Yongxing, Experimental in? vestigations on static loading rate effects on mechanical properties and energy mechanism of coarse crystal grain marble under uniaxial compression[J], Chinese Journal of Rock Mechanics and Engineering, 31, 2, pp. 245-255, (2012)
  • [6] HUANG D, LI Y R., Conversion of strain energy in triaxial unloa? ding tests on marble[J], International Journal of Rock Mechanics and Mining Sciences, 66, 1, pp. 160-168, (2014)
  • [7] GAO Su, ZHANG Liming, WANG Zaiquan, Et al., Study of deforma? tion and energy properties of marble unloading failure[J], Chinese Journal of Rock Mechanics and Engineering, 33, 1, pp. 2808-2814, (2014)
  • [8] WANG Guilin, ZHANG Liang, XU Ming, Et al., Research on energy damage evolution mechanism of non - across jointed rock mass under uniaxial compression [ J], Chinese Journal of Geotechnical Engineering, 41, 4, pp. 639-647, (2019)
  • [9] SONG Hongqiang, ZUO Jianping, CHEN Yan, Et al., Revised energy drop coefficient based on energy characteristics in whole process of rock failure [ J], Rock and Soil Mechanics, 40, 1, pp. 91-98, (2019)
  • [10] ZHOU T, QIN Y, MA Q, Et al., A constitutive model for rock based on energy dissipation and transformation principles[ J], Arabian Journal of Geosciences, 12, 15, (2019)