Deeply Buried Thermoplastic Pipe Field Performance over Five Years

Author:

Sargand Shad1234,Masada Teruhisa1234,Tarawneh Bashar1234,Gruver Doug1234

Affiliation:

1. Russ Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701-2979. E-mail: ssargand@bobcat.ent.ohiou.edu

2. Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701-2979. E-mail: masada@bobcat.ent.ohiou.edu

3. Transportation Engineer, HNTB Corp., 330 W. Spring St., Ste. 310, Columbus, OH 43215-2390. E-mail: btarawneh@hntb.com

4. ODOT District 8-Production, Ohio Dept. of Transportation, 505 SR 741, Lebanon, OH 45036. E-mail: doug.gruver@dot.state.oh.us

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference24 articles.

1. Adams D. N. Muindi T. and Selig E. T. (1988). “Polyethylene pipe under high fill.” Transportation Research Record. 1231 National Research Council Washington D.C. 88–95.

2. Burns J. Q. and Richard R. M. (1964). “Attenuation of stresses for buried cylinders.” Proc. of Symp. on Soil-Structure Interaction Engineering Research Laboratory Univ. of Arizona Tucson Ariz. 378–392.

3. Chambers R. E. McGrath T. J. and Heger F. J. (1980). “Plastic pipe for subsurface drainage of transportation facilities.” National Cooperative Highway Research Program (NCHRP) Rep. No. 225 Transportation Research Board (TRB) National Research Council Washington D.C.

4. Viscoelastic Approach to Modeling Performance of Buried Pipes

5. Dhar A. S. and Moore I. D. (2002). “Corrugated high-density polyethylene pipe—Laboratory testing and two-dimensional analysis to develop limit states design.” Transportation Research Record . 1814 National Research Council Washington D.C. 157–163.

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