Effect of loading frequency on the deformation behaviours of sandstones subjected to cyclic loads and its underlying mechanism

Abstract To explore the mechanism of frequency on the evolution of deformation parameters, triaxial compression tests under multi-level loading were carried out at different frequencies. The results show that increasing the frequency by reducing the duration of loading cycles can inhibit the development of primary and new fractures in a rock in the compaction and plastic stages, thus hardening the rock and improving the strength. The increase in frequency induced by an excessive increase in loading cycles causes the rock more compact. The cumulant of irreversible deformation greatly increased to degrade the strength. Additionally, loading cycles plays a more important role.

[1]  I. W. Farmer,et al.  Fatigue behaviour of rock , 1973 .

[2]  Jian-cang Zhou,et al.  Current recognition and management of intra-abdominal hypertension and abdominal compartment syndrome among tertiary Chinese intensive care physicians , 2011, Journal of Zhejiang University SCIENCE B.

[3]  M. N. Bagde,et al.  Fatigue properties of intact sandstone samples subjected to dynamic uniaxial cyclical loading , 2005 .

[4]  M. N. Bagde,et al.  Waveform Effect on Fatigue Properties of Intact Sandstone in Uniaxial Cyclical Loading , 2005 .

[5]  Erik Eberhardt,et al.  Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression , 1999 .

[6]  Elham Mahmoudi,et al.  Stability and serviceability of underground energy storage caverns in rock salt subjected to mechanical cyclic loading , 2016 .

[7]  Jian-Qing Xiao,et al.  Waveform effect on quasi-dynamic loading condition and the mechanical properties of brittle materials , 2008 .

[8]  N. A. Chandler,et al.  The progressive fracture of Lac du Bonnet granite , 1994 .

[9]  Further development of a plasticity approach to yield in porous rock , 1986 .

[10]  Qian Zhang,et al.  Experimental analysis and characterization of damage evolution in rock under cyclic loading , 2016 .

[11]  Abbas Taheri,et al.  Experimental Study on Degradation of Mechanical Properties of Sandstone Under Different Cyclic Loadings , 2016 .

[12]  M. Paterson,et al.  EXPERIMENTAL DEFORMATION AND FAULTING IN WOMBEYAN MARBLE , 1958 .

[13]  B. Haimson,et al.  Mechanical Behavior of Rock under Cyclic Fatigue , 1972 .

[14]  S. K. Singh,et al.  Fatigue and strain hardening behaviour of graywacke from the flagstaff formation, New South Wales , 1989 .

[15]  Siming He,et al.  Effects of Frequency on the Dynamic Properties of Intact Rock Samples Subjected to Cyclic Loading under Confining Pressure Conditions , 2011, Rock Mechanics and Rock Engineering.

[16]  D. Lockner,et al.  Quasi-static fault growth and shear fracture energy in granite , 1991, Nature.

[17]  Shanyong Wang,et al.  Experimental Study of the Triaxial Strength Properties of Hollow Cylindrical Granite Specimens Under Coupled External and Internal Confining Stresses , 2018, Rock Mechanics and Rock Engineering.

[18]  Climent Molins,et al.  Cyclic constitutive model for concrete , 2008 .

[19]  Zilong Zhou,et al.  Mechanical behavior of red sandstone under cyclic point loading , 2015 .

[20]  Quanle Zou,et al.  Effect of Slot Inclination Angle and Borehole-Slot Ratio on Mechanical Property of Pre-cracked Coal: Implications for ECBM Recovery Using Hydraulic Slotting , 2019, Natural Resources Research.

[21]  M. N. Bagde,et al.  The Effect of Machine Behaviour and Mechanical Properties of Intact Sandstone Under Static and Dynamic Uniaxial Cyclic Loading , 2005 .

[22]  Tao Zhenyu,et al.  AN EXPERIMENTAL STUDY AND ANALYSIS OF THE BEHAVIOUR OF ROCK UNDER CYCLIC LOADING , 1990 .

[23]  B. J. Carter,et al.  The effect of strain rate on rock strength , 1991 .

[24]  N. T. Burdine Rock Failure Under Dynamic Loading Conditions , 1963 .

[25]  Kang Peng,et al.  Deformation characteristics of sandstones during cyclic loading and unloading with varying lower limits of stress under different confining pressures , 2019, International Journal of Fatigue.

[26]  F. Tatsuoka,et al.  Small- and large-strain behaviour of a cement-treated soil during various loading histories and testing conditions , 2015 .

[27]  T. N. Singh,et al.  Effect of cyclic loading and strain rate on the mechanical behaviour of sandstone , 1999 .

[28]  Zilong Zhou,et al.  The role of gangue on the mitigation of mining-induced hazards and environmental pollution: An experimental investigation. , 2019, The Science of the total environment.

[29]  Peng Kang,et al.  Static and Dynamic Mechanical Properties of Granite from Various Burial Depths , 2019, Rock Mechanics and Rock Engineering.

[30]  Kang Peng,et al.  Effects of stress lower limit during cyclic loading and unloading on deformation characteristics of sandstones , 2019, Construction and Building Materials.

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

[32]  R. G. Vaneghi,et al.  Strength degradation of sandstone and granodiorite under uniaxial cyclic loading , 2017 .

[33]  Quanle Zou,et al.  Fluid–Solid Coupling Characteristics of Gas-Bearing Coal Subjected to Hydraulic Slotting: An Experimental Investigation , 2018 .

[34]  G. Yin,et al.  Permeability evolution of shale under anisotropic true triaxial stress conditions , 2016 .

[35]  Z. T. Bieniawski,et al.  Suggested methods for determining the uniaxial compressive strength and deformability of rock materials: Part 1. Suggested method for determination of the uniaxial compressive strength of rock materials , 1979 .

[36]  Minghe Ju,et al.  Effects of Water Intrusion on Mechanical Properties of and Crack Propagation in Coal , 2016, Rock Mechanics and Rock Engineering.