Experimental and numerical study on the interface behaviour between the rock bolt and bond material

• Main Authors: Yokota, Yasuhiro, Zhao, Zhiye, Nie, Wen, Date, Kensuke, Iwano, Keita, Okada, Yuko
• Other Authors: School of Civil and Environmental Engineering
• Format: Article
• Language: English
• Published: 2020
• Subjects: Engineering::Civil engineering; Rock Bolt Modelling; Shear Test
• Online Access: https://hdl.handle.net/10356/141463
• Institution: Nanyang Technological University

Conventional tunnelling methods (i.e., the drill and blast tunnelling method or the new Austrian tunnelling method) have been frequently applied for the construction of tunnels/caverns under a high overburden and with a large cross section. Under such adverse conditions, tunnel support materials may...