A numerical model of fully grouted bolts considering the tri-linear shear bond

A numerical model of fully grouted bolts considering the tri-linear shear bond–slip model

Published:2016-04 Issue: Volume:54 Page:73-80
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Ma Shuqi,Zhao Zhiye,Nie Wen,Gui Yilin

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference22 articles.

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3. Interaction of grouted rock bolts and hard rock masses at variable loading in a test drift of the Kiirunavaara Mine, Sweden;Björnfot,1984

4. A new analytical solution to the mechanical behaviour of fully grouted rockbolts subjected to pull-out tests;Martin;Constr. Build. Mater.,2011

5. Stress distribution along a resin grouted rock anchor;Farmer;Int. J. Rock Mech. Min. Sci. Geomech. Abstr.,1975

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