A new semi-numerical method for elastoplastic analysis of a circular tunnel excavated in a Hoek–Brown strain-softening rock mass considering the blast-induced damaged zone

Title
A new semi-numerical method for elastoplastic analysis of a circular tunnel excavated in a Hoek–Brown strain-softening rock mass considering the blast-induced damaged zone
Authors
Keywords
Blast-induced damaged zone, Semi-analytical solution, Stress and strain, Hoek–Brown failure criterion, Strain-softening behavior
Journal
COMPUTERS AND GEOTECHNICS
Volume 122, Issue -, Pages 103476
Publisher
Elsevier BV
Online
2020-03-04
DOI
10.1016/j.compgeo.2020.103476

Ask authors/readers for more resources

Reprint

Contact the author

Add your recorded webinar

Do you already have a recorded webinar? Grow your audience and get more views by easily listing your recording on Peeref.

Upload Now

Create your own webinar

Interested in hosting your own webinar? Check the schedule and propose your idea to the Peeref Content Team.

Create Now