A Chemical Damage Creep Model of Rock Considering the Influence of Triaxial Stress

In order to accurately describe the characteristics of each stage of rock creep behavior under the combined action of acid environment and true triaxial stress, based on damage mechanics, chemical damage is connected with elastic modulus; thus, the damage relations considering creep stress damage and chemical damage are obtained. The elastic body, nonlinear Kelvin body, linear Kelvin body, and viscoelastic–plastic body (Mogi–Coulomb) are connected in series, and the actual situation under the action of true triaxial stress is considered at the same time. Therefore, a damage creep constitutive model considering the coupling of rock acid corrosion and true triaxial stress is established. The parameters of the deduced model are identified and verified with the existing experimental research results. The yield surface equation of rock under true triaxial stress is obtained by data fitting, and the influence of intermediate principal stress on the creep model is discussed. The derived constitutive model can accurately describe the characteristics of each stage of true triaxial creep behavior of rock under acid environment.

[1]  Z. Song,et al.  Improved Maxwell Model Describing the Whole Creep Process of Salt Rock and its Programming , 2021, International Journal of Applied Mechanics.

[2]  Zou Quanle,et al.  A triaxial creep model for salt rocks based on variable-order fractional derivative , 2020 .

[3]  Yanlong Chen,et al.  A Nonlinear Creep Damage Coupled Model for Rock Considering the Effect of Initial Damage , 2018, Rock Mechanics and Rock Engineering.

[4]  Xiating Feng,et al.  Time-dependent behaviour and modeling of Jinping marble under true triaxial compression , 2018, International Journal of Rock Mechanics and Mining Sciences.

[5]  Jie Chen,et al.  A nonlinear creep damage model for salt rock , 2018, International Journal of Damage Mechanics.

[6]  Runke Huo,et al.  Experimental Study on Physicomechanical Properties of Sandstone under Acidic Environment , 2018 .

[7]  Xin-gang Wang,et al.  A nonstationary parameter model for the sandstone creep tests , 2018, Landslides.

[8]  X. Pei,et al.  A new rock creep model based on variable-order fractional derivatives and continuum damage mechanics , 2018, Bulletin of Engineering Geology and the Environment.

[9]  Xiating Feng,et al.  Brittle-ductile transition and failure mechanism of Jinping marble under true triaxial compression , 2018 .

[10]  Xiating Feng,et al.  Deep Fracturing of the Hard Rock Surrounding a Large Underground Cavern Subjected to High Geostress: In Situ Observation and Mechanism Analysis , 2017, Rock Mechanics and Rock Engineering.

[11]  Weijun Wang,et al.  Modeling of non-linear rheological behavior of hard rock using triaxial rheological experiment , 2017 .

[12]  Liping Qiao,et al.  Alteration of Mesoscopic Properties and Mechanical Behavior of Sandstone Due to Hydro-Physical and Hydro-Chemical Effects , 2017, Rock Mechanics and Rock Engineering.

[13]  Jun Wang,et al.  An improved Maxwell creep model for rock based on variable-order fractional derivatives , 2015, Environmental Earth Sciences.

[14]  Leon Mishnaevsky,et al.  A fractional derivative approach to full creep regions in salt rock , 2013 .

[15]  Chuangbing Zhou,et al.  An extended Nishihara model for the description of three stages of sandstone creep , 2013 .

[16]  Weiya Xu,et al.  Creep failure mode and criterion of Xiangjiaba sandstone , 2012 .

[17]  J. Shao,et al.  A Hydro-Mechanical-Chemical Coupling Model for Geomaterial with Both Mechanical and Chemical Damages Considered , 2012 .

[18]  Xia-Ting Feng,et al.  Experimental study of limestone micro-fracturing under a coupled stress, fluid flow and changing chemical environment , 2007 .

[19]  Robert W. Zimmerman,et al.  Relation between the Mogi and the Coulomb failure criteria , 2005 .

[20]  Jian-Fu Shao,et al.  Effects of Acid Solution on the Mechanical Behavior of Sandstone , 2016 .

[21]  Weiya Xu,et al.  Study on Accelerated Creep Properties and Creep Damage Constitutive Relation for Volcanic Breccias , 2013 .

[22]  D. Malan,et al.  Time-dependent behaviour of hard rock in deep level gold mines , 2004 .

[23]  Mohamed Rouainia,et al.  The geotechnics of hard soils-soft rocks , 1998 .

[24]  Kiyoo Mogi,et al.  Effect of the triaxial stress system on fracture and flow of rocks , 1972 .

[25]  P. Perzyna Fundamental Problems in Viscoplasticity , 1966 .