Study on Dynamic Characteristics of Deep Siltstone under High Static Stress and Frequent Dynamic Disturbance

http://mts.hindawi.com/update/) in our Manuscript Tracking System and after you have logged in click on the ORCID link at the top of the page. This link will take you to the ORCID website where you will be able to create an account for yourself. Once you have done so, your new ORCID will be saved in our Manuscript Tracking System automatically."?>The mechanical characteristics of siltstone under high static load and frequent dynamic disturbance were investigated by the improved split Hopkinson pressure bar (SHPB), which is used to simulate the failure phenomenon of the extracted ore drift owing to high stress concentration and blasting disturbance in Dongguashan copper mine at the depth of more than 900 m. The maximum dynamic strain, dynamic stress, and dynamic deformation modulus of rock of each impact were researched to provide theoretical basis for mining production. The results show that the dynamic stress-strain curves of siltstone before the peak stress present two characteristics of linear and nonlinear variation and different degrees of resilience after the peak stress under high static stress and frequent dynamic disturbance. The strain rate rises in a linear trend with the increasing times of dynamic disturbance, but the value of the strain rate is approximately constant in the process of one impact. With the increase of the strain rate, the maximum dynamic strain rises at the same static stress, while the peak dynamic stress and dynamic deformation modulus decrease linearly. Because the inner stored elastic energy of rock determines the value of resilient strain after unloading, the elastic energy may increase with the increase of static axial stress in a certain range and then the resilient strain increases. Accumulative times of dynamic disturbance and static axial stress show the relationship that the former is obviously reduced with the increase of the later.

[1]  Q. Ma,et al.  Dynamic Mechanical Properties and Failure Mode of Artificial Frozen Silty Clay Subject to One-Dimensional Coupled Static and Dynamic Loads , 2019, Advances in Civil Engineering.

[2]  Xibing Li,et al.  Experimental Study of Slabbing and Rockburst Induced by True-Triaxial Unloading and Local Dynamic Disturbance , 2016, Rock Mechanics and Rock Engineering.

[3]  Zilong Zhou,et al.  Relationship between diameter of split Hopkinson pressure bar and minimum loading rate under rock failure , 2008 .

[4]  Liang Hong,et al.  Innovative testing technique of rock subjected to coupled static and dynamic loads , 2008 .

[5]  이화영 X , 1960, Chinese Plants Names Index 2000-2009.

[6]  D. Yale Static and Dynamic Rock Mechanical Properties in the Hugoton and Panoma Fields, Kansas , 1994 .

[7]  D. Elmo,et al.  Experimental study on dynamic mechanical property of cemented tailings backfill under SHPB impact loading , 2019, International Journal of Minerals, Metallurgy, and Materials.

[8]  Xibing Li,et al.  Numerical investigation on fracturing behaviors of deep-buried opening under dynamic disturbance , 2016 .

[9]  Shuling Huang,et al.  Field measurement and numerical simulation of excavation damaged zone in a 2000 m-deep cavern , 2018 .

[10]  Hong Liang STUDY OF ROCK MECHANICAL CHARACTERISTICS UNDER COUPLED STATIC AND DYNAMIC LOADS , 2008 .

[11]  Andrew Nagy,et al.  The dynamic strength and fracture properties of dresser basalt , 1974 .

[12]  M. Hasanipanah,et al.  Proposing a new model to approximate the elasticity modulus of granite rock samples based on laboratory tests results , 2019, Bulletin of Engineering Geology and the Environment.

[13]  S. J. Green,et al.  Uniaxial Compression Tests At Varying Strain Rates On Three Geologic Materials , 1968 .

[15]  Zilong Zhou,et al.  Constitutive model of rock under static-dynamic coupling loading and experimental investigation , 2006 .

[16]  Q. Wang,et al.  A Method for Testing Dynamic Tensile Strength and Elastic Modulus of Rock Materials Using SHPB , 2006 .

[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]  T. Chakraborty,et al.  Dynamic Characterisation of Gneiss , 2018, Rock Mechanics and Rock Engineering.

[19]  Xibing Li,et al.  Oscillation elimination in the Hopkinson bar apparatus and resultant complete dynamic stress-strain curves for rocks , 2000 .

[20]  Xibing Li,et al.  Numerical simulation on rock failure under combined static and dynamic loading during SHPB tests , 2012 .

[21]  Xibing Li,et al.  Failure characteristics and stress distribution of pre-stressed rock specimen with circular cavity subjected to dynamic loading , 2018, Tunnelling and Underground Space Technology.

[22]  W. Olsson,et al.  The compressive strength of tuff as a function of strain rate from 10−6 to 103/sec , 1991 .

[23]  Kun Du,et al.  Failure characteristics of high stress rock induced by impact disturbance under confining pressure unloading , 2012 .

[24]  M. Cai,et al.  Analysis of rockburst in tunnels subjected to static and dynamic loads , 2017 .

[25]  Experimental Study on Damage Mechanical Characteristics of Heat-Treated Granite under Repeated Impact , 2018, Journal of Materials in Civil Engineering.

[26]  Dennis E. Grady,et al.  Strain rate dependence in dolomite inferred from impact and static compression studies , 1977 .

[27]  Danna Zhou,et al.  d. , 1840, Microbial pathogenesis.

[28]  Wancheng Zhu,et al.  Numerical simulation on rockburst of underground opening triggered by dynamic disturbance , 2010 .

[29]  Xibing Li,et al.  Dynamic stress concentration and energy evolution of deep-buried tunnels under blasting loads , 2018 .

[30]  W. Marsden I and J , 2012 .

[31]  Ke Ma,et al.  Experimental and numerical study on rockburst triggered by tangential weak cyclic dynamic disturbance under true triaxial conditions , 2018, Tunnelling and Underground Space Technology.

[32]  M. Tao,et al.  Specimen shape and cross-section effects on the mechanical properties of rocks under uniaxial compressive stress , 2019, Bulletin of Engineering Geology and the Environment.

[33]  장윤희,et al.  Y. , 2003, Industrial and Labor Relations Terms.

[34]  Ming Tao,et al.  Experimental simulation investigation on rockburst induced by spalling failure in deep circular tunnels , 2018, Tunnelling and Underground Space Technology.

[35]  Wancheng Zhu,et al.  Numerical simulation on excavation-induced damage of rock under quasi-static unloading and dynamic disturbance , 2017, Environmental Earth Sciences.

[36]  Zilong Zhou,et al.  Approach to minish scattering of results for split Hopkinson pressure bar test , 2007 .

[37]  P. Feng,et al.  Coupled effects of static-dynamic strain rates on the mechanical and fracturing behaviors of rock-like specimens containing two unparallel fissures , 2019, Engineering Fracture Mechanics.

[38]  A. Aladejare,et al.  Estimation of rock mass deformation modulus using indirect information from multiple sources , 2019, Tunnelling and Underground Space Technology.

[40]  W. L. B. Heerden General relations between static and dynamic moduli of rocks , 1987 .

[41]  Wang Weihua CONSTRUCTION OF IDEAL STRIKER FOR SHPB DEVICE BASED ON FEM AND NEURAL NETWORK , 2005 .