A rigid true triaxial apparatus for analyses of deformation and failure features of deep weak rock under excavation stress paths

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. Fo...

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Bibliographic Details
Main Authors: Xia-Ting Feng, Xiaojun Yu, Yangyi Zhou, Chengxiang Yang, Feiyan Wang
Format: Article
Language:English
Published: Elsevier 2023-05-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775522001871