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Determination of rock squeeze potential for underground power projects

✍ Scribed by C.F. Lee; T.W. Klym


Book ID
103070862
Publisher
Elsevier Science
Year
1978
Tongue
English
Weight
670 KB
Volume
12
Category
Article
ISSN
0013-7952

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✦ Synopsis


Post-construction movements of the surrounding rock mass into underground openings often result in a gradual (and in some cases excessive) build-up of load on liners and other supporting structures. It is suggested that the time rate of "swell" measured on fresh cores be used as an index in assessing the liability of underground structures to this adverse effect of rock squeeze. The experimental aspects of determining such an index are discussed in this paper, along with their application to the design of underground structures in "squeezing" rock.


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