A new analytical solution for the displacement of fully grouted rock bolt in rock joints and experimental and numerical verifications-Reference-Cited by-同舟云学术

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

Published:2015-08 Issue: Volume:50 Page:143-151
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Ghadimi M.,Shahriar K.,Jalalifar H.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference21 articles.

1. Aminaipour, F., 2012. The effect load transfer mechanism of fully grouted bolts, M.Sc Thesis, Department of mine, Islamic Azad University, Bafgh, Iran.

2. ANSYS Finite Element software. ANSYS, Inc., Canonsburg, Pennsylvania, U.S.A.

3. The role of profile configuration on load transfer mechanism of bolt for effective support;Aziz;J. Mines Met. Fuels,2007

4. Blanco, M.L., Hadj-Hassen, F., Tijani, M., 2011. A new experimental and analytical study of fully grouted rock bolts. In: 45th US Rock mechanics/Geomechanics symposium, San Francisco, pp. 26–29.

5. Blumel, M., Schweger, H.F., Golser, H., 1997. Effect of rib geometry on the mechanical behavior of grouted rock bolts. World Tunneling Congress’97. In: 23rd General Assembly of the International Tunneling Association, Wien, pp. 6–7.

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