2020
DOI: 10.1007/s11771-020-4318-x
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A power function model for simulating creep mechanical properties of salt rock

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Cited by 15 publications
(5 citation statements)
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“…According to the test curve in Figure 3, it can be seen that although each subsequent creep stage is carried out on the basis of a certain creep strain history, each test stage still has its own transient creep stage and gradually enters the steady-state creep stage. With the changes in stress difference and confining pressure during the loading process, the creep of salt rock specimens exhibits completely different properties [11][12][13][14][15][16]. From the test curve, it can be seen that: (1) In the compression test of salt rock, both instantaneous strain and creep strain exist, and the entire test process conforms to the creep law of the rock.…”
Section: Creep Testing and Model Determination Of Gypsum Salt Layermentioning
confidence: 99%
“…According to the test curve in Figure 3, it can be seen that although each subsequent creep stage is carried out on the basis of a certain creep strain history, each test stage still has its own transient creep stage and gradually enters the steady-state creep stage. With the changes in stress difference and confining pressure during the loading process, the creep of salt rock specimens exhibits completely different properties [11][12][13][14][15][16]. From the test curve, it can be seen that: (1) In the compression test of salt rock, both instantaneous strain and creep strain exist, and the entire test process conforms to the creep law of the rock.…”
Section: Creep Testing and Model Determination Of Gypsum Salt Layermentioning
confidence: 99%
“…When τ ≥ τs, I, II, III, and IV all participate in creep deformation. e state equations of the creep model are From formula (15),…”
Section: Nonlinear Viscoelastic-plastic Creep Modelmentioning
confidence: 99%
“…e rheological effect of rock is obvious in slope, tunnel, roadway, and other projects, which is a very important feature of rock materials [8][9][10][11][12][13]. A large number of engineering practices show that the long-term stability of a project is closely related to the rheological properties of rock [14][15][16][17]. Rock creep is an important part of rock rheological mechanics theory, and research on rock creep constitutive models is the core content of the theory [18][19][20][21].…”
Section: Introductionmentioning
confidence: 99%
“…Li et al proposed a power function model for modeling the creep mechanical properties of salt rock based on the linear parallel bond model (LPBM). 24 Yin et al 25 and Mansouri and Ajalloeian 26 studied the mechanical properties of rock salt uniaxial compression damage repair and found that the damaged rock salt showed a hardening effect after repair and that grain boundary cracking and grain boundary slip were the main deformation mechanisms. Li et al investigated the creep deformation characteristics and acoustic emission activity law of salt rock in the triaxial compression test and found that the residual strain in front of the high-stress platform is larger than that behind the platform, and the acoustic wave and acoustic emission characteristics of salt rock are closely related to the test peripheral compressive stress.…”
Section: Introductionmentioning
confidence: 99%
“…Fan et al and Ma et al studied the mechanical properties of rock salt under the combined action of creep and fatigue and established a creep-fatigue constitutive model of salt rock with complex loading and unloading paths. Li et al proposed a power function model for modeling the creep mechanical properties of salt rock based on the linear parallel bond model (LPBM) . Yin et al and Mansouri and Ajalloeian studied the mechanical properties of rock salt uniaxial compression damage repair and found that the damaged rock salt showed a hardening effect after repair and that grain boundary cracking and grain boundary slip were the main deformation mechanisms.…”
Section: Introductionmentioning
confidence: 99%