Effect of Rock Lithology and Reloading Direction on Rock Stress Memory

Author:

Ma Chun-de1,Zhang Jun-jie1,Tan Guan-shuang1,Yang Wen-yuan1,Liu Ze-lin2ORCID

Affiliation:

1. School of Resources and Safety Engineering, Central South University 1 , No. 932 Lushan South Rd., Yuelu District, Changsha, Hunan Province, 410083China , https://orcid.org/0000-0003-3311-3549 (C.M.), https://orcid.org/0009-0009-9350-5123 (J.Z.)

2. School of Civil Engineering, Central South University 2 , No. 68 Shaoshan South Rd., Wenyuan District, Changsha, Hunan Province, 410075China (Corresponding author), e-mail: zelinl@csu.edu.cn , ORCID link for author moved to before name tags https://orcid.org/0000-0002-5794-8690

Abstract

Abstract The Kaiser effect (KE), as a presentation of rock stress memory, has been widely used in in situ stress measurement because of its convenience and economy. However, the influence of rock lithology and directionality on the KE have not been answered yet. To solve this question, three-stage loading Brazilian tests were conducted on three types of rock disks in this study. The specimens were rotated with a certain rotation angle θ (5°–90°) before the third-stage loading, and the jump point method and bilinear regression method were selected to recognize the Kaiser points. The results suggested that significant KE occurred in the three rock materials under the Brazilian test and that the KE directionality of rocks with different lithology varies greatly. The KE gradually fails as the rotation angle increases. The critical angles of granite, marble, and sandstone are 13°, 60°, and 5°, respectively. Besides, the directionality of the KE is closely related to the distribution of microcracks inside the rock and the critical stress of crack propagation. This study could provide a reference for experimental design and error analysis of in situ stress measurement by the acoustic emission method in civil and geotechnical engineering.

Publisher

ASTM International

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