SRICOS-EFA Method for Complex Piers in Fine-Grained Soils-Reference-Cited by-同舟云学术

SRICOS-EFA Method for Complex Piers in Fine-Grained Soils

Published:2004-11 Issue:11 Volume:130 Page:1180-1191
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Briaud J.-L.¹,Chen H.-C.²,Li Y.³,Nurtjahyo P.³

Affiliation:

1. Professor and Holder of the Spencer J. Buchanan Chair, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77834-3136. E-mail: briaud@tamu.edu

2. Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77834-3136.

3. Graduate Student, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77834-3136.

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%282004%29130%3A11%281180%29

Reference25 articles.

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

2. Briaud J.-L Chen H.-C. Li Y. Nurtjahyo P. and Wang J. ( 2003). “Complex pier scour and contraction scour in cohesive soils.” NCHRP Rep. 24–15 Transportation Research Board Washington D.C.

3. Erosion Function Apparatus for Scour Rate Predictions

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

5. Assessment of a Reynolds Stress Closure Model for Appendage-Hull Junction Flows

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