3Malmgren L,Nordlund E,Rolund S.Adhesion strength and shrinkage of shotcrete[J].Tunneling and Underground Space Technology,2005,20(1):33-48.
4LI Chun-lin.Rock support design based on the concept of pressure arch[J].International Journal of Rock Mechanics and Mining Sciences,2006,43(7):1083-1090.
5Liu K Y,Qiao C S,Tian S F.Design of tunnel shotcrete-bolting support based on a support vector machine[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(1):768-773.
6Lee S P,Kim D Y,Ryu J Y.An experimental study on the durability of high performance shotcrete for permanent tunnel support[J].Tunneling and Underground Space Technology,2006,21(3):431-435.
7Jeon S,You K,Park B,et al.Evaluation of support characteristics of wet-mixed shotcrete with powder type cement mineral accelerator[J].Tunneling and Underground Space Technology,2006,21(3):425-426.
8Malmgren L,Nordlund E.Behaviour of shotcrete supported rock wedges subjected to blast-induced vibrations[J].International Journal of Rock Mechanics and Mining Sciences,2006,43(6):593-615.
9Goel R K,Swarup A,Sheorey P R.Bolt length requirement in underground openings[J].International Journal of Rock Mechanics and Mining Sciences,2007,44(5):802-811.
10Hutchinson D J,Diederichs M S.Cablebolting in underground mines[M].British Columbia:BiTech Publishers Ltd,1996:177-218.
