Elastic consolidation around a deep circular tunnel

Carter, J. P. and Booker, J. R. (John R.) Elastic consolidation around a deep circular tunnel. St. Lucia, Qld: Dept. of Civil Engineering, Unviersity of Queensland, 1981.

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Author Carter, J. P.
Booker, J. R. (John R.)
Title Elastic consolidation around a deep circular tunnel
Place of Publication St. Lucia, Qld
Publisher Dept. of Civil Engineering, Unviersity of Queensland
Publication year 1981
Sub-type Non-fiction
Series Research report (University of Queensland. Dept. of Civil Engineering) ; no.CE 22.
Language eng
Total pages 36
Year available 1981
Subjects 290800 Civil Engineering
Formatted Abstract/Summary

Synopsis 

A method of analysis is presented for the consolidation of a linear elastic soil due to the cutting of a long and deep circular tunnel. Solutions have been obtained for the time dependent displacements and stress changes occurring in the soil surrounding the tunnel opening.

Keyword Soil consolidation -- Mathematical models
Tunneling
Q-Index Code AX
Q-Index Status Provisional Code
Institutional Status UQ

 
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