An experimental study on shear behaviour of fully grouted rock bolt under static and dynamic loading conditions-Reference-Cited by-同舟云学术

An experimental study on shear behaviour of fully grouted rock bolt under static and dynamic loading conditions

Published:2023-02 Issue: Volume:132 Page:104915
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Khaleghparast Saman,Aziz Naj,Remennikov Alex^ORCID,Anzanpour Sina^ORCID

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference53 articles.

1. Laboratory testing of a new type of energy absorbing rock bolt;Ansell;Tunn. Undergr. Space Technol.,2005

2. Double shear testing of bolts;Aziz;Coal Operator's Conference, University of Wollongong, Wollongong, NSW, Australia.,2003

3. Behaviour of cable bolts in shear; experimental study and mathematical modelling;Aziz;Coal Operators' Conference, University of Wollongong, Wollongong, NSW, Australia.,2015

4. Shear strength properties of plain and spirally profiled cable bolts;Aziz;Can. Geotech. J.,2015

5. Factors influencing the quality of encapsulation in rock bolting;Aziz;Rock Mech. Rock Eng.,2016

Cited by 3 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. A new elastoplastic model for bolt-grouted fractured rock;International Journal of Mining Science and Technology;2024-08

2. Study on the Load Transfer Behaviour and Bond-Slip Model of Fully Grouted Rockbolt;Shock and Vibration;2023-08-23

3. Development of a New Rockbolt with High Load and Large Deformation Capacities;Rock Mechanics and Rock Engineering;2023-06-17