Study on grout cracking and interface debonding of rockbolt grouted system

Author:

Chang Xu,Wang Guozhu,Liang Zhengzhao,Yang Jianhui,Tang Chunan

Funder

Chinese National Natural Science Fund

Distinguished Young Scholars of Henan Polytechnic University

Fundamental Research Funds for the Universities of Henan Province

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Uniaxial compression tests on mechanical properties of rock mass similar material with cross-cracks;Zhang;Rock Soil Mech.,2012

2. An analytical model of the load transfer behavior of fully grouted cable bolts;Chen;Constr. Build. Mater.,2015

3. Difference solution of passive bolts reinforcement around a circular opening in elastoplastic rock mass;Tan;Int. J. Rock Mech. Min. Sci.,2016

4. Mechanical performances and stress state of rock bolts under varying loading conditions;Kang;Tunn. Undergr. Space Technol.,2016

5. Applying bi-directional evolutionary structural optimisation method for tunnel reinforcement design considering nonlinear material behaviour;Nguyen;Comput. Geotech.,2014

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