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Analysis of the impact of quantity and distribution of pores on the three-axis strength of sandstone
Time: 2022-09-10 Counts:

LIN H X, FENG X, ZHANG B Y.Analysis of the impact of quantity and distribution of pores on the three-axis strength of sandstone[J].Journal of Henan Polytechnic University(Natural Science) ,2022,41(5):153-159.

doi:10.16186/j.cnki.1673-9787.2020090062

Received:2020/09/14

Revised:2020/12/29

Published:2022/09/25

Analysis of the impact of quantity and distribution of pores on the three-axis strength of sandstone

LIN Haixiao1,2, FENG Xin1, ZHANG Boyang1

1.School of Civil EngineeringHenan Polytechnic UniversityJiaozuo  454000HenanChina2.Henan Key Laboratory of Underground Engineering and Disaster PreventionHenan Polytechnic University Jiaozuo  454000 China

Abstract:In order to make up for the defects in the establishment of three-dimensional pore rock model under a three-axis compressed state.The sandstone was served as the research subjectand the mechanical parameters and porosity were obtained through the triaxial test of standard cylinder specimen.Then FLAC3D and FISH language were used to model the standard cylinder specmen with random poresand its porosity was equal to that of the actual sandstone.Based on this modelthe impact of quantity and distribution of pores on the strength of sandstone was studied by three-axis numerical simulation.The results showed that with the increase of pore quantitythe porosity increasedwhile the triaxial compressive strength of sandstone decreased on an exponential decline trend under the same confining pressureand the fitting formula was given As the porosity was constantthe triaxial compressive strength error of the model with different pore space position distribution was within 5%it could be considered that pore distribution effected the strength of sandstone slightly.The achieved results supplied references for the influence of porous rock on triaxial compressive strength.

Key words:sandstone;random pore model;pore quantity;pore distribution;three-axis strength

 孔隙数量及空间分布对砂岩三轴抗压强度影响分析_蔺海晓.pdf

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