Ground Reaction Curve for Deep Circular Tunnels in Strain-Softening Mohr–Coulomb Rock Masses Considering the Damaged Zone
Author:
Affiliation:
1. Dept. of Civil Engineering, Estahban Higher Education Center, Estahban 4465574519, Iran Republic Islamic. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001822
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3. Ground response curves for rock tunnels;Brown E. T.;J. Geotech. Eng.,1983
4. Determination of residual strength parameters of jointed rock masses using the GSI system;Cai M.;Int. J. Rock Mech. Min. Sci.,2007
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