Probability of Exceedance Estimates for Scour Depth around Bridge Piers-Reference-Cited by-同舟云学术

Probability of Exceedance Estimates for Scour Depth around Bridge Piers

Published:2008-02 Issue:2 Volume:134 Page:175-184
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bolduc Laura C.¹²³,Gardoni Paolo¹²³,Briaud Jean-Louis¹²³

Affiliation:

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

2. Assistant Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author). E-mail: pgardoni@civil.tamu.edu

3. Professor and Holder of the Buchanan Chair, 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%3A2%28175%29

Reference16 articles.

1. Bayesian Inference in Statistical Analysis

2. Stochastic Flow Analysis for Predicting River Scour of Cohesive Soils

3. Multiflood and Multilayer Method for Scour Rate Prediction at Bridge Piers

4. Erosion Function Apparatus for Scour Rate Predictions

5. SRICOS: Prediction of Scour Rate in Cohesive Soils at Bridge Piers

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