Experimental and numerical investigation of transient dynamic response on reinforced concrete tunnels against repeated impact loads

Author:

Senthil K.,Pelecanos L.,Rupali S.,Sharma R.,Saini K.,Iqbal M.A.,Gupta N.K.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Safety, Risk, Reliability and Quality,Aerospace Engineering,Automotive Engineering,Civil and Structural Engineering

Reference47 articles.

1. The plastic zones and displacements around underground openings in rock masses containing a fault;Hao;Tunn Undergr Sp Technol,2005

2. The effect of weak interlayer on the failure pattern of rock mass around tunnel – scaled model tests and numerical analysis;Huang;Tunn Undergr Sp Technol,2013

3. Numerical study on failure mechanism of tunnel in jointed rock mass;Jia;Tunn Undergr Sp Technol,2008

4. Experimental study of the dynamic strength and fracturing characteristics of marble specimens with a single hole under impact loading;Li;Chin J Rock Mech Eng,2015

5. The effect of radial cracks on tunnel stability;Zhou;Geomech Eng,2018

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