Bridge Embankments. II: Seismic Risk for I-24 in Kentucky

Author:

Zatar W. A.12,Harik I. E.12

Affiliation:

1. Associate Professor, College of Information Technology and Engineering, Marshall Univ., Huntington, WV 25755-2586 (corresponding author). E-mail: zatar@marshall.edu

2. Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506-0281.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Buckle I. G. and Friedland I. M. (1995). Seismic Retrofitting Manual for Highway Bridges Rep. No. FHWA-RD-94-052 Federal Highway Administration Washington D.C.

2. Pflazer W. J. (1995). “Use of existing geotechnical data to supplement site investigations.” Proc. 26th Ohio River Valley Soils Seminar ASCE Kentucky Geotechnical Engineers Group Clarksville Ind.

3. Evaluation of Liquefaction Potential Using Field Performance Data

4. Street R. Wang Z. Harik I. Allen D. and Griffin J. (1996). “Source zones recurrence rates and time histories for earthquakes affecting Kentucky.” Rep. No. KTC-96-4 Kentucky Transportation Center Univ. of Kentucky Lexington Ky.

5. Sutterer K. Harik I. Allen D. and Street R. (2000). “Ranking and assessment of seismic stability of highway embankments in Kentucky.” Research Rep. No. KTC-00-1 Kentucky Transportation Center Univ. of Kentucky Lexington Ky.

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