Mechanical Properties and Statistical Damage Constitutive Model of Rock under a Coupled Chemical-Mechanical Condition

被引:15
|
作者
Lin, Yun [1 ,2 ,3 ]
Gao, Feng [1 ,2 ]
Zhou, Keping [2 ]
Gao, Rugao [2 ]
Guo, Hongquan [2 ]
机构
[1] State Key Lab Safety & Hlth Met Mines China, Maanshan 243000, Anhui, Peoples R China
[2] Cent S Univ, Sch Resource & Safety Engn, Changsha 410083, Hunan, Peoples R China
[3] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
基金
中国国家自然科学基金;
关键词
FRACTAL DIMENSION; STRENGTH; IMPACT;
D O I
10.1155/2019/7349584
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Chemical corrosion has a significant impact on the damage evolution behavior of rock. To investigate the mechanical damage evolution process of rock under a coupled chemical-mechanical (CM) condition, an improved statistical damage constitutive model was established using the Drucker-Prager (D-P) strength criterion and two-parameter Weibull distribution. The damage variable correction coefficient and chemical damage variable which was determined by porosity were also considered in the model. Moreover, a series of conventional triaxial compressive tests were carried out to investigate the mechanical properties of sandstone specimens under the effect of chemical corrosion. The relationship between rock mechanics properties and confining pressure was also explored to determine Weibull distribution parameters, including the shape parameter m and scale parameter F0. Then, the reliability of the damage constitutive model was verified based on experimental data. The results of this study are as follows: (i) the porosity of sandstone increased and the mechanical properties degraded after chemical corrosion; (ii) the relationships among the compressive strength, the peak axial strain, and confining pressures were linear, while the relationships among the elastic modulus, the residual strength, and confining pressures were exponential functions; and (iii) the improved statistical damage constitutive model was in good agreement with the testing curves with R2>0.98. It is hoped that the study can provide an alternative method to analyze the damage constitutive behavior of rock under a coupled chemical-mechanical condition.
引用
收藏
页数:17
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