Analytical modeling of shear behaviors of rockbolts perpendicular to joints
Rockbolts have been used to minimize the deformation of underground excavations where the surrounding rock masses contain weak planes such as fractures, joints or faults. Rockbolts installed across rock joints are able to resist the opening and shearing movements of rock joints. One of the rockbolt...
Main Authors: | Ma, Shuqi, Zhao, Zhiye, Peng, Jun, Gui, Yilin |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Journal Article |
Language: | English |
Published: |
2020
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/139507 |
Similar Items
-
Effects of joints on the reinforced rock units of fully-grouted rockbolts
by: Nie, Wen, et al.
Published: (2020) -
The Effects of Installation Procedure on Bond Characteristics of Fully Grouted Rock Bolts
by: Ma, Shuqi, et al.
Published: (2018) -
Numerical analysis of reinforced concrete piles under blast loads
by: Jayasinghe, Laddu Bhagya, et al.
Published: (2018) -
Study of shear strength on soil using static standard penetration test (SSPT) / Syazana Syahirah Jamaluddin
by: Jamaluddin, Syazana Syahirah
Published: (2015) -
Effectiveness of different percentage of bentonite in soil liner on interface shear strength with geosynthetic / Farah Hafifee Ahmad
by: Ahmad, Farah Hafifee
Published: (2013)