3Lien R,Kristiansen J,Pran L S.Suspended support for crane rails in Norwegian underground power-houses[J].Internationai Water Power and Dam Construction,1990,42(4):48-50.
4Johansen P M.Model field tests on crane rail beams at Skjomen and Kvilldal power stations[R].Oslo,Norway:Norwegian Geotechnical Institute,1984.
5Stokkebo O,Tondevold E.Designing for year-round efficiency at ulla-forre[J].International Water Power and Dam Construction,1978,30(8):23-28.
6Gill R D,Lawrenson D S.Underground works at Kenya's Kiambere Project[J].International Water Power and Dam Construction,1986,38(5):13-16.
7Wang X,Solymár Z V.Design and underground construction at the Xiaolangdi multipurpose dam site[J].Tunneling and Underground Space Technology,1997,12(4):461-472.
8Mehta P K.Concrete Structure,Properties and Materials,Prenticehall[M].New Jersey,USA:Inc.Englewood Cliffs,1986.
9Liao K Y,Chang P K,Peng Y N.A study on characteristics of interfacial transition zone in concrete[J].Cement and Concrete Research,2004,30(6):977-989.
10Cowper G R,Symonds P S.Strain-hardening and strain-rate effects on the impact loading of cantilever beams[R].Providence,USA:Division of Applied Mathematics,Brown University,1957.
