Peaking Deflections of Flexible Pipe during Initial Backfilling Process

Author:

Masada Teruhisa12,Sargand Shad M.12

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701-2979.

2. Russ Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701-2979.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference11 articles.

1. Hoeg K. (1968). “Pressure distribution on underground structural cylinders.” Rep. No . AFWL-TR-65–98 Air Force Weapons Laboratory Research and Technology Division Kirtland Air Force Base New Mexico.

2. Modified Iowa Formula for Vertical Deflection of Buried Flexible Pipe

3. Masada T. and Sargand S. M. (2001). “Construction of a flexible pipe system using controlled low strength material—Controlled density fill (CLSM-CDF).” FHwA/OH-2001/08 Final Rep. Ohio Dept. of Transportation Cincinnati.

4. McGrath T. J. Selig E. T. Webb M. C. and Zoladz G. V. (1999). “Pipe interaction with backfill envelope.” FHwA-RD-98–191 Final Rep. the National Science Foundation and the Federal Highway Administration Dept. of Civil and Environmental Engineering Univ. of Massachusetts Amherst Mass.

5. Rogers C. F. (1988). “Some observations on flexible pipe response to load.” Transportation Research Record. 1191 Transportation Research Board National Research Council Washington D.C. 227–235.

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