Long-Term Analysis of Tunnels in Rheological Rock Masses Considering the Excavation-Damaged Zone

Author:

Zaheri Milad1,Ranjbarnia Masoud2ORCID

Affiliation:

1. Ph.D. Student, Dept. of Geotechnical Engineering, Faculty of Civil Engineering, Univ. of Tabriz, 29 Bahman Blvd, Tabriz 5166616471, Iran.

2. Associate Professor, Dept. of Geotechnical Engineering, Faculty of Civil Engineering, Univ. of Tabriz, 29 Bahman Blvd, Tabriz 5166616471, Iran (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference88 articles.

1. Ground response curves for rock masses exhibiting strain-softening behaviour;Alonso E.;Int. J. Numer. Anal. Methods Geomech.,2003

2. Recent experiments in hard rocks to study the excavation response: Implications for the performance of a nuclear waste geological repository;Bäckblom G.;Tunnelling Underground Space Technol.,1999

3. Time-dependent modeling of tunnels in squeezing conditions;Barla G.;Int. J. Geomech.,2012

4. Tunnel reinforcement with rockbolts;Bobet A.;Tunnelling Underground Space Technol.,2011

5. Ground response curves for rock tunnels;Brown E. T.;J. Geotech. Eng.,1983

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