Abstract
The comprehensive program of field exploration, rock tests, photoelastic model studies, and instrumentation carried out for the Tumut 2 Underground Power Plant enabled the design and construction of the underground openings to be completed without the necessity of any significant alterations during the construction period. The plant was sited and orientated from the geological information obtained from an exploratory tunnel and diamond drilling. The properties of the in situ rock mass were obtained from flat-jack and plate-bearing tests that indicated the presence of high horizontal rock stresses. The shape of the main openings, the design of the concrete arch roof supporting the rock in the machine and transformer halls, and the sequence of excavation were determined from photoelastic model studies conducted to predict the change in the pattern of the rock stresses as the excavation of the underground openings proceeded downwards.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
