Mechanical behaviour and damage evolution of Beishan granite considering the transient and time-dependent effects of excavation unloading
Author:
Affiliation:
1. CNNC Key Laboratory on Geological Disposal of High-level Radioactive Waste, Beijing Research Institute of Uranium Geology, Beijing, China;
2. State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, China
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2020.1784292
Reference17 articles.
1. Effects of temperature and stress on the time-dependent behavior of Beishan granite
2. Failure properties of rocks in true triaxial unloading compressive test
3. Unloading-induced failure of brittle rock and implications for excavation-induced strain burst
4. Creep behavior of Bure clayey rock
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