Case Histories in Soil and Rock Erosion: Woodrow Wilson Bridge, Brazos River Meander, Normandy Cliffs, and New Orleans Levees-Reference-Cited by-同舟云学术

Case Histories in Soil and Rock Erosion: Woodrow Wilson Bridge, Brazos River Meander, Normandy Cliffs, and New Orleans Levees

Published:2008-10 Issue:10 Volume:134 Page:1425-1447
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Briaud Jean-Louis¹

Affiliation:

1. Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282008%29134%3A10%281425%29

Reference59 articles.

1. Erodibility

2. Annandale G. W. (2000). “Prediction of scour at bridge pier foundations founded on rock and other earth materials.” Transportation Research Record. 1696 Transportation Research Board Washington D.C. 67–70.

3. Arulanandan K. Sargunam A. Loganathan P. and Krone R. B. (1973). “Application of chemical and electrical parameters to prediction of erodibility.” Soil Erosion: Causes and Mechanisms; Prevention and Control Special Rep. No. 135 Highway Research Board Washington D.C. 42–51.

4. The dependance of sea-cliff erosion rates on cliff material properties and physical processes: San Diego County, California;Benumof B. T.;Shore Beach,1999

5. Probability of Exceedance Estimates for Scour Depth around Bridge Piers

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