“…Numerous studies 16 , 59 – 62 have shown that the evolution of rheological damage can be assumed as a negative exponential function when considering only the effect of the time of load action. Therefore, a negative exponential form of the damage variable is also used here to characterize the relaxation damage.…”
Section: Formulation Of Analytical Modelmentioning
confidence: 99%
“…The element rheology models (such as the generalized Kelvin model, Burgers model, and Nishihara model) with a capability to account for the elastic-viscoplastic behavior were verified by some researchers 13 – 15 . However, those conventional element models sometimes have difficulties precisely describing the nonlinear characteristics of soil stress relaxation because the parameters of the viscous element cannot change with time at all 16 . So the fractional derivative model was recently employed to construct a time-dependent constitutive model 17 – 22 , and some beneficial progress has been made.…”
Section: Introductionmentioning
confidence: 99%
“…Meanwhile, some long-term stress relaxation experiments were performed on the rock 15 , 16 , 19 , 34 , clay 35 , and sand 36 , 37 through improved laboratory equipment. Considerable attention also had been directed to effects of the loading mode 35 , the loading rate 38 – 41 , the dynamic loading 42 , the water content 43 , the axial strain level 8 , and the confining pressure 44 – 46 on the time-dependent behavior of saturated soils.…”
It is essential to precisely describe the nonlinear characteristics of the stress relaxation behavior to ensure the long-term stability of geotechnical structures in the net-like red soil. A novel damage model of variable fractional-order was discussed here to accurately analyze the progress of stress relaxation for the net-like red soil. Moreover, unsaturated triaxial experiments on stress relaxation under a step-loading mode were performed to identify model parameters and investigate the nonlinear relaxation characteristics of the net-like red soil. The feasibility and validity of the proposed model were furthermore verified by comparisons with the experimental results and fitting curves obtained from the Nishihara model and the generalized Kelvin model. Results show that the analytical result by the proposed model is consistent with the measured data, and the proposed model can better depict the nonlinear characteristics of stress relaxation relative to other analytical models. It can better exhibit the relaxation evolution of soil compared with the conventional models.
“…Numerous studies 16 , 59 – 62 have shown that the evolution of rheological damage can be assumed as a negative exponential function when considering only the effect of the time of load action. Therefore, a negative exponential form of the damage variable is also used here to characterize the relaxation damage.…”
Section: Formulation Of Analytical Modelmentioning
confidence: 99%
“…The element rheology models (such as the generalized Kelvin model, Burgers model, and Nishihara model) with a capability to account for the elastic-viscoplastic behavior were verified by some researchers 13 – 15 . However, those conventional element models sometimes have difficulties precisely describing the nonlinear characteristics of soil stress relaxation because the parameters of the viscous element cannot change with time at all 16 . So the fractional derivative model was recently employed to construct a time-dependent constitutive model 17 – 22 , and some beneficial progress has been made.…”
Section: Introductionmentioning
confidence: 99%
“…Meanwhile, some long-term stress relaxation experiments were performed on the rock 15 , 16 , 19 , 34 , clay 35 , and sand 36 , 37 through improved laboratory equipment. Considerable attention also had been directed to effects of the loading mode 35 , the loading rate 38 – 41 , the dynamic loading 42 , the water content 43 , the axial strain level 8 , and the confining pressure 44 – 46 on the time-dependent behavior of saturated soils.…”
It is essential to precisely describe the nonlinear characteristics of the stress relaxation behavior to ensure the long-term stability of geotechnical structures in the net-like red soil. A novel damage model of variable fractional-order was discussed here to accurately analyze the progress of stress relaxation for the net-like red soil. Moreover, unsaturated triaxial experiments on stress relaxation under a step-loading mode were performed to identify model parameters and investigate the nonlinear relaxation characteristics of the net-like red soil. The feasibility and validity of the proposed model were furthermore verified by comparisons with the experimental results and fitting curves obtained from the Nishihara model and the generalized Kelvin model. Results show that the analytical result by the proposed model is consistent with the measured data, and the proposed model can better depict the nonlinear characteristics of stress relaxation relative to other analytical models. It can better exhibit the relaxation evolution of soil compared with the conventional models.
“…9,10 Thus, unraveling the influences of loading rates on the strength of coal is significant for the roadway support, 11 dynamic disaster preventing, 12 and the geo-stress measurement. 13 The loading rate has a significant effect on the mechanical responses of coal and rock and has been broadly investigated in the past few decades. [14][15][16][17][18][19][20] In general, loading/strain rates variation affects the initiation, propagation, and nucleation of micro-cracks, 21,22 interferes with the primary fracture formation, 23 and even alters the constitutive model of coal and rock.…”
Section: Introductionmentioning
confidence: 99%
“…Coal mining is a time and structural dependent engineering activity, where loading rates and strength anisotropy correlate with various failures in coal mass 9,10 . Thus, unraveling the influences of loading rates on the strength of coal is significant for the roadway support, 11 dynamic disaster preventing, 12 and the geo‐stress measurement 13 …”
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