Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (9): 3025-3040.doi: 10.16285/j.rsm.2025.1058

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Mechanical anisotropy and acoustic emission characteristics of stratified sandstone under graded cyclic loading

DUAN Min-ke1,2, DAI Jia-zhi1, YANG Ke1, 2, TANG Jin-zhou1, 2, ZHOU Kun-you1, 2, PANG Dong-jie1   

  1. 1. School of Mining Engineering, Anhui University of Technology, Huainan, Anhui 232001, China; 2. Anhui Provincial Engineering Research Center for Closed and Abandoned Mine Resources Development and Utilization, Huainan, Anhui 232001, China
  • Received:2025-09-30 Accepted:2026-03-04 Online:2026-09-11 Published:2026-09-01
  • Supported by:
    This work was supported by the National Key Research and Development Program of China (2024ZD1004108), the National Natural Science Foundation of China (52104176) and the Excellent Youth Project of the Provincial Education Department (YQZD2024013).

Abstract:

Understanding the mechanical anisotropy and damage evolution of layered sandstone under cyclic loading is crucial for evaluating the dynamic stability of underground rock engineering. In this study, seven rectangular sandstone specimens with different bedding dip angles were subjected to staged cyclic loading tests. By integrating strain monitoring in different orientations, energy decomposition, and acoustic emission signal monitoring techniques, the mechanical anisotropy, energy evolution, and acoustic emission characteristics of layered sandstone under staged cyclic loading were analyzed. The results show that: 1) The bedding dip angle significantly affects the anisotropic response characteristics of sandstone strength and deformation. At low and high bedding dip angles, the sandstone exhibits relatively high strength, a low strain anisotropy coefficient (γ), and predominantly tensile failure. In the intermediate dip angle range (30º, 45º, 60º, 75º), γ increases, and shear failure becomes dominant. For a given bedding dip angle, the longitudinal strain anisotropy coefficient (γA) is greater than the transverse strain anisotropy coefficient (γL). 2) The total input energy and elastic energy calculated from the longitudinal strain on the strike bedding plane (εSA) show a U-shaped relationship with bedding dip angle, whereas those calculated from the longitudinal strain on the dip bedding plane (εDA) exhibit a Λ-shaped relationship. This finding indicates that energy release is closely associated with bedding-plane orientation. 3) The damage variable constructed based on cumulative ringing counts reveals remarkable anisotropy in damage evolution. The rise-time/amplitude ratio (RA) and average frequency AF (RA-AF combined analysis) can accurately distinguish crack types. The proportion of shear cracks exhibits a Λ-shaped distribution, peaking at a dip angle of 75º, which corresponds to the U-shaped distribution of macroscopic strength. Acoustic emission location technology can effectively characterize the spatial distribution of final damage. Therefore, this study investigates the effects of bedding dip angle on sandstone mechanical anisotropy, bidirectional energy distribution, and damage evolution characterized by multiple acoustic emission parameters. The results are expected to provide theoretical support for dynamic stability evaluation and disaster early warning of layered surrounding rock.

Key words: layered sandstone, cyclic loading and unloading, acoustic emission, anisotropy, bedding dip angle

CLC Number: 

  • TU452
[1] CAI Hao-ran, ZHANG Wei, XU Wen-han, WU Yun, XU Wen-tao, ZHU Hong-hu. Intelligent identification of granite fracture stages driven by knowledge–data integration [J]. Rock and Soil Mechanics, 2026, 47(9): 3211-3224.
[2] LANG Hao-tian, LIANG Peng, WANG Ju-xian, MENG Fan-yang, BIAN Yun-qi, YE Feng-kai, LIU Yang. A real-time identification model for tensile-shear cracks in rock based on deep learning and acoustic emission [J]. Rock and Soil Mechanics, 2026, 47(8): 2838-2850.
[3] JIANG Ming-jing, CHEN Rui-xin, ZHOU Zhi-hao. Micromechanical mechanism-based analytical solution for anisotropy strength of cemented geo-materials [J]. Rock and Soil Mechanics, 2026, 47(7): 2213-2223.
[4] REN Ling-ran, LI Li-ping, TANG Ju-peng, PAN Yi-shan, YANG Song, ZHANG Xin. Damage and fracture law of outburst coal bodies in tectonic zones under gas pressure [J]. Rock and Soil Mechanics, 2026, 47(7): 2380-2395.
[5] LIU Jia-qi, ZHANG Bi-chuan, FENG Zeng-chao, LI Xue-cheng, GUO Ji-zhe. Biaxial mechanical properties of granite under real-time high-temperature cyclic loading and unloading [J]. Rock and Soil Mechanics, 2026, 47(5): 1553-1566.
[6] ZHANG Kun-bo, HUANG Yan-hua, YIN Hao, LI Ming-xu, YANG Jing. Acoustic emission characteristics and Brazilian splitting failure patterns of thermally damaged limestone [J]. Rock and Soil Mechanics, 2026, 47(4): 1443-1458.
[7] EVGENII Kozhevnikov, MIKHAIL Turbakov, ZAKHAR Ivanov, EVGENII Riabokon, ANDREI Golosov, MIKHAIL Guzev, EVGENII Gladkikh, DANIIL Katunin, PAVEL Kamenev. Evaluation of the feasibility of using 3D LCD-printed samples as rock analogs in geomechanical studies [J]. Rock and Soil Mechanics, 2026, 47(4): 1129-1146.
[8] ZHAO Kang, HUANG Qi-zheng, SHI Yi-chen, MA Chao, FENG Yin-cheng, TIAN Xiang-qin, LIU Lang. Acoustic emission and failure early warning characteristics of cemented tailings backfill with different fly ash dosages [J]. Rock and Soil Mechanics, 2026, 47(1): 88-100.
[9] ZHANG Sheng, BAI Wei, XU Ding-ping, ZHENG Hong, JIANG Quan, LI Zhi-wei, XIANG Tian-bing, . Experimental and theoretical study on sandstone damage evolution under cyclic loading based on acoustic emission and resistivity monitoring [J]. Rock and Soil Mechanics, 2025, 46(S1): 53-66.
[10] HUANG Man, NING Hao-sheng, HONG Chen-jie, TAO Zhi-gang, LIU Yu-xing, ZHANG He, . Shear behaviors of infilled joints reinforced with second-generation negative Poisson’s ratio bolts [J]. Rock and Soil Mechanics, 2025, 46(S1): 131-140.
[11] LIU Yi-ming, LI Zhen, FENG Guo-rui, YANG Peng, BAI Jin-wen, HUANG Bing-xiong, LI Dong, . Acoustic-thermal response characteristics and precursor law of fissured sandstone under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2025, 46(9): 2773-2791.
[12] LEI Rui-de, GU Qing-heng, HU Chao, HE Pei, ZHOU Lin-sen, . Acoustic emission signal characteristics and precursory recognition of rock failure in fractured sandstone [J]. Rock and Soil Mechanics, 2025, 46(7): 2023-2038.
[13] CHU Chao-qun, BAO Xing-jia, MAO Ming-fa, WU Shun-chuan, CUI He-jia, . Experimental study of acoustic emission characteristics and failure forms of deep-buried limestone under triaxial compression [J]. Rock and Soil Mechanics, 2025, 46(7): 2049-2061.
[14] LYU Meng, WANG Liang-qing, XIE Ni, ZHU Lin-feng, AN Cai-long, KE Rui, WANG Xu-chen, . Shear characteristics and acoustic emission response characteristics of anchored heterogeneous structural plane [J]. Rock and Soil Mechanics, 2025, 46(7): 2106-2120.
[15] MA Chun-de, KANG Zi-hao, YANG Wen-yuan, TAN Guan-shuang, ZHAO Jun-kang, . Experimental study on directional independence of multi-stage stress memory in granite under different loading rates [J]. Rock and Soil Mechanics, 2025, 46(6): 1709-1718.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!