Experimental and numerical investigation on the deterioration mechanism for grouted rock bolts subjected to freeze–thaw cycles

[11] Borosnyoi KA(2019)Abrasion and impact resistance of concrete before and after exposure to freezing and thawing cycles Constr Build Mater 215 849-861

[12] Coventry AE(2010)Experimental research on bond behaviors between steel bars and concrete after freezing-thawing cycles Indus and Arch 40 87-91

[13] Richardson S(2017)Pull-out strengths of GFRP-concrete bond exposed to applied environmental conditions J Concr Struct 11 69-84

[14] Wilkinson L(2012)A state-of-the-art review on debonding failures of FRP laminates externally adhered to concrete J Concr Struct 6 123-134

[15] Dahmani A(2003)Effect of bar shape on the pull-out capacity of fully-grouted rock bolts Tunn Undergr Sp Tech 18 1-6

[16] Khenane S(2019)Empirical FRP-concrete effective bond length model for externally bonded reinforcement on the grooves Compos Part B Eng 172 323-338

[17] Kaci MF(2015)Optimization of the fully grouted rock bolts for load transfer enhancement J Min Sci 25 707-712

[18] Ferrotto O(2014)Effects of sustained load and freeze-thaw exposure on RC beams strengthened with prestressed NSM-CFRP strips Struct Eng 17 1801-1816

[19] Fischer L(2012)The impact of substrate stiffness and mechanical loading on fibroblast-induced scaffold remodeling Tissue Eng 18 1804-1817

[20] Cavaleri JG(2012)Freeze-thaw durability of concrete with synthetic fibre additions Cold Reg Sci Technol 83 49-56

[11] Borosnyoi KA(2019)Abrasion and impact resistance of concrete before and after exposure to freezing and thawing cycles Constr Build Mater 215 849-861

[12] Coventry AE(2010)Experimental research on bond behaviors between steel bars and concrete after freezing-thawing cycles Indus and Arch 40 87-91

[13] Richardson S(2017)Pull-out strengths of GFRP-concrete bond exposed to applied environmental conditions J Concr Struct 11 69-84

[14] Wilkinson L(2012)A state-of-the-art review on debonding failures of FRP laminates externally adhered to concrete J Concr Struct 6 123-134

[15] Dahmani A(2003)Effect of bar shape on the pull-out capacity of fully-grouted rock bolts Tunn Undergr Sp Tech 18 1-6

[16] Khenane S(2019)Empirical FRP-concrete effective bond length model for externally bonded reinforcement on the grooves Compos Part B Eng 172 323-338

[17] Kaci MF(2015)Optimization of the fully grouted rock bolts for load transfer enhancement J Min Sci 25 707-712

[18] Ferrotto O(2014)Effects of sustained load and freeze-thaw exposure on RC beams strengthened with prestressed NSM-CFRP strips Struct Eng 17 1801-1816

[19] Fischer L(2012)The impact of substrate stiffness and mechanical loading on fibroblast-induced scaffold remodeling Tissue Eng 18 1804-1817

[20] Cavaleri JG(2012)Freeze-thaw durability of concrete with synthetic fibre additions Cold Reg Sci Technol 83 49-56