5Otuonye FO.Response of grouted roof bolts to blasting loading. International Journal of Rock Mechanics and Mining Sciences&Geomechanics Abstracts . 1988 被引量:1
6Otuonye F O.Influence of shock waves on the response of fullcontact rock bolts. Proceedings of9th Symposium onExplosives and Blasting Research . 1993 被引量:1
7Holland D C.The influence of close proximity blasting on the performance of resin bonded rock bolts. . 1989 被引量:1
8ROGDER A A,,HOLLAND D C.The behavior of resin bonded rock bolts and other anchorages subjected to close proximity blasting. Proceedings of8th International Congress on Rock Mechanics . 1995 被引量:1
9ORTLEPP W D,STACEY T R.Performance of tunnel support under large deformation,static and dynamic loading. Tunnelling and Underground Space Technology . 1998 被引量:1
5[8]RokhlinSL, Kim J Y, Nagy H, et al. Effect ofpitting corrosion on fatigue crack initiation and fatigue life[J]. Engineering Fracture Mechanics, 1999, 62(4): 425~44 被引量:1
6[9]Harlow D G, Wei R. Probability modeling for the growth of corrosion pits[A]. In: Chang C I, Sun C T, ed. Structural Integrity in Aging Aircrafts[C]. New York: ASME, 1995, 185~194 被引量:1
7[10]Bamforth P. Predicting the risk of reinforcement corrosion in marine Structures[A]. In: Corrosion Prevention & Control[C]. [s. l.]: [s. n.],1996 被引量:1
8[11]Amey S L. Predicting the service life of concrete marine structures: an envirpmental methodology[J]. ACI Sturctural Journal, 1998, (2): 39~43 被引量:1