A rigid true triaxial apparatus for analyses of deformation and failure features of deep weak rock under excavation stress paths
Xia‐Ting Feng, Xiaojun Yu, Yangyi Zhou, Chengxiang Yang, Feiyan Wang
Abstract
The squeezing scenario in deep weak rock tunnels can hinder underground construction. However, due to the limitations of test technologies at hand, the real excavation stress path cannot be mimicked in the laboratory. Thus, the large deformation mechanism of deep weak rocks still remains unclear. For this, a true triaxial apparatus (TTA) to investigate the mechanical responses of deep weak rock under excavation stress paths in field and reveal the squeezing mechanism of deep tunnels is assembled and developed at Northeastern University, China. The apparatus can perform instantaneous unloading in σ3 direction based on electromagnetism technology. In addition, uniform loading and deformation measurements can be carried out based on the proposed linked interlocking clamp and antifriction device, even if the sample has a strong dilatation deformation performance. Next, a bore trepanning is designed to capture noiseless acoustic emission (AE) signals for deep weak rock at a low threshold. Finally, two tests were are conducted using this instrument to preliminarily understand the failure and deformation features of deep weak rock based on fractured marble. The results show that the complete stress–strain curves of fractured marble have the characteristics of low strengths and large deformations, and the larger deformation and the more serious failure occur when the fractured marble enters the post-peak state after excavation. The results show that the developed apparatus is likely to be applicable for deep weak rock engineering. © 2022 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).