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RESULTS OF INVESTIGATION INTO THE BEHAVIOUR OF A GROUTED STEEL BOLT ABUTMENT SET ON A LABORATORY PHYSICAL MODEL
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Cao Chen, Nemcik Jan, Ren Ting, Dilational Slip Angle of Rebar Bolts Under Axial Loading, 2013 Coal Operators´ Conference, The University of Wollongong. pp 156-162;
Cao Chen, Nemcik Jan a Ren Ting, Naj Aziz.: A study of rock bolting failure modes, International Journal of Mining Science and Technology 2013;
Hastikova, A., Bearing Capacity of Bonded Rock Bolts: Thesis. Ostrava: VSB- Technical University of Ostrava, Faculty of Civil Engineering, Department of Geotechnics and Underground Engineering, 2013;
Holis. J., Experimental Bearing Capacity Determination of Bonded Rock Bolts: Thesis, Ostrava: VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Geotechnics and Underground Engineering, 2014;
Hyett, A.J., Bawden,W.F., Macsporran,G.R., Moosavi, M.: A constitutive law for bond failure of fully-grouted cable bolts using a modified hoek cell, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Volume 32, Issue 1, January 1995, pp 11-36, ISSN 0148-9062;
Indraratna, Kaiser, P. K., Analytical model for the design of grouted rock bolts, International Journal for Numerical and Analytical Methods in Geomechanics. 1990 Vol 14. No.4, spp 227-251;
Kilic A, Yasar E, Celik A.G., Effect of grout properties on the pull-out load capacity of fully grouted rock bolt, Tunnelling and Underground Space Technology, Volume 17, Issue 4, October 2002, pp 355-362, ISSN 0886-7798. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org 15th International Multidisciplinary Scientific GeoConferences SGEM2015 International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org
Cao Chen, Nemcik Jan, Ren Ting, Dilational Slip Angle of Rebar Bolts Under Axial Loading, 2013 Coal Operators´ Conference, The University of Wollongong. pp 156-162;
Cao Chen, Nemcik Jan a Ren Ting, Naj Aziz.: A study of rock bolting failure modes, International Journal of Mining Science and Technology 2013;
Hastikova, A., Bearing Capacity of Bonded Rock Bolts: Thesis. Ostrava: VSB- Technical University of Ostrava, Faculty of Civil Engineering, Department of Geotechnics and Underground Engineering, 2013;
Holis. J., Experimental Bearing Capacity Determination of Bonded Rock Bolts: Thesis, Ostrava: VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Geotechnics and Underground Engineering, 2014;
Hyett, A.J., Bawden,W.F., Macsporran,G.R., Moosavi, M.: A constitutive law for bond failure of fully-grouted cable bolts using a modified hoek cell, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Volume 32, Issue 1, January 1995, pp 11-36, ISSN 0148-9062;
Indraratna, Kaiser, P. K., Analytical model for the design of grouted rock bolts, International Journal for Numerical and Analytical Methods in Geomechanics. 1990 Vol 14. No.4, spp 227-251;
Kilic A, Yasar E, Celik A.G., Effect of grout properties on the pull-out load capacity of fully grouted rock bolt, Tunnelling and Underground Space Technology, Volume 17, Issue 4, October 2002, pp 355-362, ISSN 0886-7798. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org 15th International Multidisciplinary Scientific GeoConferences SGEM2015 International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org
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