基于声发射的倾斜软硬互层岩石破坏特性研究

doi:10.11872/j.issn.1005-2518.2022.06.126

Abstract

Abstract:

With the economic development，people’s demand for deep resource mining is increasing day by day.Underground projects are more and more frequently carried out in deep，and deep mining of metal mines has gradually become the norm.Soft and hard interbedded rocks generally exist in deep mines.Compared with ordinary rocks，they are more prone to destabilization and failure under disturbance and stress.Therefore，it is of great significance to study the failure characteristics of soft and hard interbedded rocks.In this paper，combined with acoustic emission technology，uniaxial compression tests were carried out on the soft and hard interbedded rock samples with dip angle composed of red sandstone and concrete，and the collected acoustic emission data，such as acoustic emission number，acoustic emission rate，b value，AF-RA value，were processed and analyzed.The conclusions are as follows：（1）According to the influence of dip angle on the failure mode of soft and hard interbedded rock，it can be divided into four categories，namely axial failure，soft layer failure，interface slip and Splitting failure.（2）When the dip angle of soft and hard interbedded rocks changes from 0 ° to 90 °，the peak compressive strength curve presents a N-shaped change.（3）Based on the classification method of rock failure process proposed by Boyce and the cumulative acoustic emission number，the failure process of soft and hard interbedded rocks with different dip angles is classified.（4）The dip angle of the soft layer has a significant influence on the stability of the rock.（5）When the dip angle of the soft layer increases，the area with high acoustic emission rate will move backward and narrow，and the cracks are more likely to occur intensively，leading to instability and failure.（6）In the process of uniaxial compression，the state of instability propagation is affected by the inclination angle，which increases first，then decreases，and then increases with the increase of the inclination angle.（7） With the increase of the dip angle，the proportion of shear cracks in the failure process of soft and hard interbedded rocks increases first，then decreases，and then increases again.The research results can provide reference for solving the engineering problems of soft and hard interbedded rocks.

Key words: layered rock, soft and hard interbedding, acoustic emission, b value, crack propagation, AF-RA value

CLC Number:

TU457

Kefan ZHOU,Kewei LIU,Tengfei GUO. Study on Failure Characteristics of Inclined Soft and Hard Interbedded Rocks Based on Acoustic Emission[J].Gold Science and Technology, 2022, 30(6): 923-934.

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材料	样品编号	抗压强度/MPa	密度/（g·cm^-3）	泊松比	弹性模量/GPa
混凝土	concrete-1	39	2.02	0.25	32.70
	concrete-2	43	2.13	0.28	32.02
	concrete-3	42	2.07	0.27	32.55
红砂岩	red sandstone-1	55	2.42	0.20	36.20
	red sandstone-2	55	2.44	0.20	37.00
	red sandstone-3	57	2.45	0.21	37.20

参数	数值
门槛值/dB	40
前置增益/dB	40
采样长度/kB	5
采样频率/MHz	10
PDT/μs	50
HLT/μs	300
HDT/μs	200

试样编号	θ/（°）	软层厚度/mm	抗压强度/MPa	破坏模式
A-1	0	19.70	42.19	轴向破坏
A-2	0	20.07	43.80	轴向破坏
A-3	0	19.97	37.01	轴向破坏
B-1	22.5	20.07	52.29	软层破坏
B-2	22.5	20.17	46.96	软层破坏
B-3	22.5	19.85	49.80	软层破坏
C-1	45	19.78	2.85	界面滑移
C-2	45	19.92	1.39	界面滑移
C-3	45	20.23	2.90	界面滑移
D-1	67.5	19.92	2.60	界面滑移
D-2	67.5	19.89	2.12	界面滑移
D-3	67.5	19.35	2.55	界面滑移
E-1	90	19.88	54.12	劈裂破坏
E-2	90	20.03	49.28	劈裂破坏
E-3	90	19.74	57.49	劈裂破坏

θ/（°）	破坏阶段
0	裂纹闭合，线弹性变形，裂纹非稳定扩展
22.5	裂纹闭合，裂纹稳定扩展，裂纹非稳定扩展
45	裂纹闭合，裂纹稳定扩展，裂纹非稳定扩展
67.5	裂纹闭合，裂纹稳定扩展，裂纹非稳定扩展
90	裂纹闭合，线弹性变形，裂纹稳定扩展，裂纹非稳定扩展

Study on Failure Characteristics of Inclined Soft and Hard Interbedded Rocks Based on Acoustic Emission

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