Riprap Protection at Bridge Piers-Reference-Cited by-同舟云学术

Riprap Protection at Bridge Piers

Published:2001-05 Issue:5 Volume:127 Page:412-418
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Lauchlan Christine S.¹²,Melville Bruce W.¹²

Affiliation:

1. Former Lect. in Civ. and Resour. Engrg., Univ. of Auckland, Private Bag 92019, Auckland, New Zealand.

2. Assoc. Prof. in Civ. and Resour. Engrg., Univ. of Auckland, Private Bag 92019, Auckland, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282001%29127%3A5%28412%29

Reference14 articles.

1. Local Scour Around Cylindrical Piers

2. Breusers H. N. C. and Raudkivi A. J. ( 1991). “Scouring.” Hydraulic structures design manual Balkema Rotterdam The Netherlands.

3. Mechanics of Riprap Failure at Bridge Piers

4. Failure Behavior of Riprap Layer at Bridge Piers under Live-Bed Conditions

5. Croad R. N. ( 1997). “Protection from scour of bridge piers using riprap.” Transit New Zealand Res. Rep. No. PR3-0071 Works Consultancy Services Ltd. Central Laboratories Lower Hutt New Zealand.

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