Simplified Analysis Method for Micropile Pullout Behavior-Reference-Cited by-同舟云学术

Simplified Analysis Method for Micropile Pullout Behavior

Published:2004-10 Issue:10 Volume:130 Page:1024-1033
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Misra Anil¹,Chen C.-H.²,Oberoi Raj³,Kleiber Andy⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Missouri–Kansas City, 350 Flarsheim Hall, 5100 Rockhill Rd., Kansas City, MO 64110 (Corresponding author). E-mail: misraa@umkc.edu

2. Univ. of Missouri–Kansas City, Kansas City, MO 64110.

3. California Dept. of Transportation.

4. Sverdrup Civil, Incorporated.

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%3A10%281024%29

Reference22 articles.

1. Baguelin F. Frank R. and Jezequel J.F. ( 1982). “Parameters for friction piles in marine soils.” Proc. 2nd Int. Conf. on Numerical Methods in Offshore Piling 197–214.

2. Bruce D.A. Bruce M.E. C. and Traylor R.P. ( 1999). “High capacity micropiles-Basic principles and case histories.” Geo-engineering for underground facilities G. Fernandez and R. A. Bauer eds. Geotechnical Special Publication No. 90 ASCE Reston Va. 188–199.

3. Coduto D.P. ( 2001). Foundation design: Principles and practices Prentice-Hall Englewood Cliffs N.J.

4. Federal Highway Administration (FHWA). (1993). Recommendations clouterre 1991 . Report No. FHWA-SA-93-026 Chap. 4 Appendix Federal Highway Administration U.S. Dept. of Transportation McLean Va. 193–202.

5. Federal Highway Administration. (FHWA). (1997). Drilled and grouted micropiles: State-of-practice Review Vols. I–IV Rep. No. FHWA-RD-96-016 017 018 019 Federal Highway Administration U.S. Dept. of Transportation McLean Va.

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