Toughness of large-scale shotcrete panels loaded in flexure - SME Transactions 2016

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 10
- File Size:
- 3852 KB
- Publication Date:
- Jan 1, 2016
Abstract
The Office of Mine Safety and Health Research, Spokane Mining Research Division, is continuing its
high-energy, high-displacement testing of field-scale shotcrete panels. A test program was developed to
determine the relationship between applied force, displacement and energy for both unreinforced and
reinforced shotcrete panels. Reinforcement options consisted of synthetic macro-fibers, sprayed polyurea
liners, chain-link mesh, welded-wire mesh and combinations of them. During testing, photogrammetry
was used to measure the geometric changes of the panels, including volume changes and panel
cracking. These measurements were correlated with the load and displacement data, allowing visual
observation to be related to the applied force and displacement. The test results provide a comparison
of the mechanical performance of the various panel types and can assist in interpreting the condition
of installed surface support. Visual assessment of the loading cycle and strength capacity of shotcrete in
underground excavations will improve mine safety by providing a means to better quantify the stability
of installed shotcrete support.
Citation
APA:
(2016) Toughness of large-scale shotcrete panels loaded in flexure - SME Transactions 2016MLA: Toughness of large-scale shotcrete panels loaded in flexure - SME Transactions 2016. Society for Mining, Metallurgy & Exploration, 2016.