Conducting Research to Identify Key Features and Critical Nodes in the Coalescence and Instability of Pre-Fabricated Jointed Rock

• Published in: Applied sciences Vol. 14; no. 17; p. 7905
• Main Authors: Zhang, Buchu, Zhang, Shichuan, Shen, Baotang, Li, Yangyang, Song, Shilong, Han, Xuexian
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.09.2024
• Subjects: Cement; coalescent failure; Connectivity; Crack propagation; Deformation; energy evolution; Failure; identification information; jointed rock masses; Mechanical properties; Mechanics; Propagation; Shear strength; Shear stress; Strain gauges; Beijing China; China
• ISSN: 2076-3417; 2076-3417
• DOI: 10.3390/app14177905

The instability of jointed rock masses has been a persistent concern in China’s underground geotechnical engineering, particularly regarding rock mass instability triggered by structural activation, such as faulting. This form of instability constitutes a significant type of dynamic geological hazard in the field of geotechnical engineering. Research on the mechanism of jointed rock mass instability typically concentrates on various characteristics associated with structural activation but frequently neglects the interplay between coalescence instability within the jointed zones and the intact zones, as well as the development and evolution of abrupt water channels. To delve into the coalescence instability characteristics between jointed and intact zones, this study conducted uniaxial compression tests on macro-scale pre-fabricated jointed sandstone. The research results show that the failure process of the specimen consists of a strong deviation linear stage, a sub-critical stage, and an unstable stage. The main failure process occurs during the sub-critical stage.