A new analytical solution for the displacement of fully grouted rock bolt in rock joints and experimental and numerical verifications

Tunnelling and Underground Space Technology - Tập 50 - Trang 143-151 - 2015
M. Ghadimi1, K. Shahriar2, H. Jalalifar3
1Department of Mining Engineering, Tehran Science and Research Branch, Islamic Azad University, Tehran, Iran
2Faculty of Mining, Metallurgy and Petroleum Engineering, Amir Kabir University of Technology, Tehran, Iran
3Department of Petroleum and Mining Engineering, Shahid Bahonar University of Kerman, Iran

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Tunnelling and Underground Space Technology

Tập 50

143-151

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