Physical Model Experimental Study on Spalling Failure Around a Tunnel in Synthetic Marble-Reference-Cited by-同舟云学术

Physical Model Experimental Study on Spalling Failure Around a Tunnel in Synthetic Marble

Published:2019-08-27 Issue:2 Volume:53 Page:909-926
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Zhu Guo-Qiang,Feng Xia-Ting,Zhou Yang-Yi,Li Zheng-Wei,Fu Lian-Jie,Xiong Yong-Run

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-019-01952-z.pdf

Reference56 articles.

1. Andersson JC, Martin CD, Stille H (2009) The Äspö pillar stability experiment: part II—rock mass response to coupled excavation-induced and thermal-induced stresses. Int J Rock Mech Min Sci 46:879–895

2. Barla G (2014) TBM tunneling in deep underground excavation in hard rock with spalling behaviour. In: Proceedings 43rd geomech, colloquium, pp 25–39

3. Cai M, Kaiser PK (2014) In-situ rock spalling strength near excavation boundaries. Rock Mech Rock Eng 47:659–675

4. Cai M, Kaiser PK, Tasaka Y (2004) Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations. Int J Rock Mech Min Sci 41:833–847

5. Chen XG, Zhang QY, Li SC et al (2016) Geo-mechanical model testing for stability of underground gas storage in halite during the operational period. Rock Mech Rock Eng 49:2795–2809

Cited by 30 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of lateral pressure on the stability of inclined layered rock tunnel: A 3D-printed model investigation by cement-based materials;Case Studies in Construction Materials;2024-12

2. Experimental investigation on the failure characteristic and synergistic load-bearing mechanism of multi-layer linings for deep soft rock tunnels;Underground Space;2024-09

3. Model test on failure mechanisms of deep high-stress soft rock roadways based on excavation compensation method;Engineering Failure Analysis;2024-06

4. Proportioning optimization of transparent rock-like specimens with different fracture structures;Scientific Reports;2024-04-24

5. Distributed fiber optic sensors for tunnel monitoring: A state-of-the-art review;Journal of Rock Mechanics and Geotechnical Engineering;2024-03