Experimental Study on the Mechanical Properties and Acoustic Emission Characteristics of Deep Soft Rocks under Low-Frequency Dynamic Disturbance

Author:

Dong Ling1,Wang Dong12ORCID,Sun Xiaoming2,Jiang Yujing1ORCID,Luan Hengjie13,Zhang Guangchao1,Zhou Guanglei1,Liang Bin1

Affiliation:

1. State Key Laboratory of Mining Disaster Prevention and Control Co-Founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao 266590, China

2. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Beijing 100083, China

3. Inner Mongolia Shanghaimiao Mining Co., Ltd., Ordos 016299, China

Abstract

The strong dynamic disturbance in deep mines seriously affects the safe and efficient mining of deep resources. In this study, we used the creep disturbance impact loading system and acoustic emission system to conduct experiments on soft siltstone specimens under a combination of dynamic and static loads. Based on the failure characteristics and waveform signals, the mechanical properties and acoustic emission characteristics of soft rocks under different dynamic disturbances were quantitatively revealed. The experimental results show that: (1) Under the dynamic disturbance, the deformation of the siltstone specimens increases as the initial average stress increases. When the axial stress exceeds the upper stress threshold, cracks continue to propagate, resulting in the destabilization of the specimen. (2) The magnitude of the initial average stress is closely related to the degree of damage and failure mode of the siltstone. With the increase in the initial average stress, the failure mode of the siltstone specimens gradually changes. As the initial average stress increases, the maximum load first decreases, then increases, and finally decreases, and the fitted curve is polynomial. We used the RFPA2D cyclic loading module to analyze the effect of the elastic modulus of each loading step on the damage evolution of the specimen under dynamic disturbance. The waveform characteristics during the evolution of the damage of the specimens were analyzed by extracting signals at the key points.

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Open Project of State Key Laboratory for Geomechanics and Deep Underground Engineering in CUMTB

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

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4. He, M., Jing, H., and Sun, X. (2002). Soft Rock Engineering Mechanics, Science Press.

5. He, M., and Sun, X. (2004). Support Design and Construction Guide of Soft Rock Roadway Engineering in Chinese Coal Mines, Science Press.

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