Author:
Tafarojnoruz Ali,Gaudio Roberto,Calomino Francesco
Publisher
Springer Science and Business Media LLC
Reference37 articles.
1. Cardoso, A.H., and R. Bettess (1999), Effects of time and channel geometry on scour at bridge abutments, J. Hydraul. Eng.
125,4, 388–399, DOI: 10.1061/(ASCE)0733-9429(1999)125:4(388).
2. Cardoso, A.H., F. Calomino, R. Gaudio, R. Bettess, and M. Roca Collell (2010), Rischio idraulico ed erosivo in corrispondenza di punti singolari, POR Calabria 2000–2006. Università della Calabria, Dipartimento di Difesa del Suolo “V. Marone”, Rende (CS), Italy (in Italian).
3. Chang, W.Y., J.S. Lai, and C.L. Yen (2004), Evolution of scour depth at circular bridge piers, J. Hydraul. Eng.
130,9, 905–913, DOI: 10.1061/(ASCE)0733-9429(2004)130:9(905).
4. Chiew, Y.M. (1992), Scour protection at bridge piers, J. Hydraul. Eng.
118,9, 1260–1269, DOI: 10.1061/(ASCE)0733-9429(1992)118:9(1260).
5. Chiew, Y.M. (1995), Mechanics of riprap failure at bridge piers, J. Hydraul. Eng.
121,9, 635–643, DOI: 10.1061/(ASCE)0733-9429(1995)121:9(635).
Cited by
43 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献