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Prediction of tunnel deformation in squeezing grounds

IR@CIMFR: CSIR-Central Institute of Mining and Fuel Research, Dhanbad

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Field Value
 
Title Prediction of tunnel deformation in squeezing grounds
 
Creator Dwivedi, R.D.
Goel, R. K.
 
Subject Explosive and Explosion
 
Description In this paper, dimensionally correct empirical correlations have been developed with correlation factor of 0.94 to predict tunnel deformation for squeezing grounds. Data of 63 sections from various case histories of 14 adits/tunnels/mine roadway were included for the study. Joint factor (as a measure of rock mass quality)/Barton's rock mass quality, vertical in situ stress, support stiffness and radius of the tunnel are the governing parameters which have been considered for developing the correlations.
 
Publisher Elsevier
 
Date 2013-07
 
Type Article
PeerReviewed
 
Identifier Dwivedi, R.D. and Goel, R. K. (2013) Prediction of tunnel deformation in squeezing grounds. Engineering Geology, 161. pp. 55-64. ISSN 0013-7952
 
Relation http://cimfr.csircentral.net/1576/