Description of impact
The GRANIT system is a non-destructive technique for assessing the condition of rock bolts and ground anchors used to support structures such as tunnels. It applies a small impulse to the bolt and interprets the resulting vibration response to provide estimates of load and unbonded length. Initial development of the system was based on the findings of EPSRC projects in tunnels undertaken by the Universities of Aberdeen and Bradford from 1989-1997, resulting in an empirically based method. However, research undertaken at the University of Aberdeen since 1998 has provided the understanding of the process and developed the fundamental engineering science needed to underpin the development of a full commercial system. The GRANIT system is patented, and has been subject to worldwide licence to Halcrow who have undertaken testing and provided a method of ensuring the safety of mines, tunnels and similar structures. Halcrow received the NCE award for Technical Innovation Award for GRANIT in December 2010. The impact of the research has been in part economic, but largely on practitioners and professional services.Impact status | Impact Completed (Open) |
---|
Documents & Links
Related content
-
Research output
-
Influence of Geometry and Material Properties on the Axial Vibration of a Rock Bolt
Research output: Contribution to journal › Article › peer-review
-
Using a Lumped Parameter Dynamic Model of a Rock Bolt to Produce Training Data for a Neural Network for Diagnosis of Real Data
Research output: Contribution to journal › Article › peer-review
-
Lumped parameter modelling of single-tendon ground anchorage systems
Research output: Contribution to journal › Article › peer-review
-
Design and Dynamic Analysis of a Pneumatic Impulse Generating Device for the Non-destructive Testing of Ground Anchorages
Research output: Contribution to journal › Article › peer-review
-
Condition Monitoring of Ground Anchorages by Dynamic Impulses: GRANIT system
Research output: Contribution to journal › Article › peer-review
-
Modelling of debonding along the fixed anchor length
Research output: Contribution to journal › Article › peer-review