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

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...

Disgrifiad llawn

Manylion Llyfryddiaeth
Prif Awduron: Yokota, Yasuhiro, Zhao, Zhiye, Nie, Wen, Date, Kensuke, Iwano, Keita, Okada, Yuko
Awduron Eraill: School of Civil and Environmental Engineering
Fformat: Journal Article
Iaith:English
Cyhoeddwyd: 2020
Pynciau:
Mynediad Ar-lein:https://hdl.handle.net/10356/141463