Mechanical properties and damage constitutive model of sandstone after acid corrosion and high temperature treatments

被引:25
|
作者
Chen, Qijian [1 ]
Chen, Youliang [1 ,2 ]
Xiao, Peng [1 ]
Du, Xi [1 ,3 ]
Pan, Yungui [1 ]
Azzam, Rafig [2 ]
机构
[1] Univ Shanghai Sci & Technol, Sch Environm & Architecture, Dept Civil Engn, Shanghai 200093, Peoples R China
[2] Rhein Westfal TH Aachen, Dept Engn Geol & Hydrogeol, D-52064 Aachen, Germany
[3] Univ New South Wales, Sch Civil & Environm Engn, Sydney 2052, Australia
关键词
Acid corrosion; High temperature; Mechanical properties; Damage variable; SMP criterion; Constitutive model; LIMESTONE; BEHAVIOR;
D O I
10.1016/j.ijmst.2022.11.011
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Aiming at the problem of temperature-mechanics-chemical (T-M-C) action encountered by rocks in underground engineering, sandstone was selected as the sample for acid corrosion treatment at pH 1, 3, 5 and 7, the acid corrosion treated samples were then subjected to high-temperature experiments at 25, 300, 600, and 900 & DEG;C, and triaxial compression experiments were conducted in the laboratory. The experimental results show that the superposition of chemical damage and thermal damage has a sig-nificant impact on the quality, wave velocity, porosity and compression failure characteristics of the rock. Based on the Lemaitre strain equivalent hypothesis theory, the damage degree of rock material was described by introducing damage variables, and the spatial mobilized plane (SMP) criterion was adopted. The damage constitutive model can well reflect the stress-strain characteristics of the rock triaxial com-pression process, which verified the rationality and reliability of the model parameters. The experiment and constitutive model analyzed the change law of mechanical properties of rock after chemical corro-sion and high temperature thermal damage, which had certain practical significance for rock engineering construction. & COPY; 2023 Published by Elsevier B.V. on behalf of China University of Mining & Technology. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:747 / 760
页数:14
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