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

• المؤلفون الرئيسيون: Yokota, Yasuhiro, Zhao, Zhiye, Nie, Wen, Date, Kensuke, Iwano, Keita, Okada, Yuko
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2020
• الموضوعات: Engineering::Civil engineering; Rock Bolt Modelling; Shear Test
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/141463

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...