Use of Soil Stiffness Gauge in Thermoplastic Pipe Installation
Publication: Journal of Transportation Engineering
Volume 130, Issue 6
Abstract
The soil stiffness gauge is a new tool for measuring the stiffness of a soil layer quickly in the field. It is anticipated that this type of portable device will be utilized in a variety of geotechnical projects in the future, since stiffness is a better indicator of the quality of soil fill than dry density. This paper examines the usefulness of the soil stiffness gauge in thermoplastic pipe installation work. Comprehensive data obtained during the initial stage of the thermoplastic pipe deep burial project in Ohio are reviewed to discuss the ability of the soil stiffness gauge to realistically measure the stiffness of the backfill soil placed around thermoplastic pipe and the ability of the soil modulus derived from the soil stiffness gauge readings to predict the horizontal deflections of the thermoplastic pipe under moderate to deep soil cover.
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References
1.
American Society of Testing and Materials (ASTM). (1987). “Standard test method for external loading properties of plastic pipe by parallel-plate loading.” D-2412, Vol. 08.04, ASTM, West Conshohocken, Pa.
2.
Burns, J.Q., and Richard, R.M. (1964). “Attenuation of stresses for buried cylinders.” Proc., Symp. on Soil–Structure Interaction, Univ. of Arizona Engineering Research Laboratory, Tucson, Az., 378–392.
3.
Fiedler, S., Nelson, C., Berkman, E.F., and DiMillio, A. (1998). “Soil stiffness gauge for soil compaction control.” Public Roads, 5–10.
4.
Ohio Department of Transportation (ODOT). (1997). Construction and material specifications, ODOT, Columbus, Ohio, 961.
5.
Plastic Pipe Institute (PPI). (1993). Catalog No. D-0345, Richardson, Texas.
6.
Sargand, S. M., Masada, T., and Hurd, J. O. (1996). “Effect of rib spacing on deflection performance of profile-wall plastic pipe.” Geotech. Test. J. ASTM, 19(2), 217–222.
7.
Sargand, S. M., Hazen, G. A., and Masada, T. (1998). “Structural evaluation and performance of plastic pipe.” FHWA/OH-98/011 (two volumes), Final Rep., Ohio Dept. of Transportation and Federal Highway Administration, Washington, D.C.
8.
Sargand, S. M., Hazen, G. A., and Masada, T. (2002). “Field verification of structural performance of thermoplastic pipe under deep backfill conditions.” FHWA/OH-2002/023, Final Rep., Ohio Dept. of Transportation and Federal Highway Administration, Washington, D.C., 347.
9.
Sargand, S. M., and Masada, T. (2003). “Soil arching over deeply buried thermoplastic pipe.” Transportation Research Record. 1849, Transportation Research Board, National Research Council, Washington, D.C., Paper No. 03-3876, 109–123.
10.
Spangler, M.G. (1941). “The structural design of flexible pipe culverts.” The Iowa State College Bulletin, No. 30, Vol. XL, Iowa Engineering Experiment Station, Iowa State Univ., Ames, Iowa.
11.
Uni-Bell PVC Pipe Association. ( 1983). Handbook of PVC Pipe—Design and Construction, 2nd Ed., Uni-Bell PVC Pipe Association, Dallas, Tex. 377.
12.
Watkins, R.K., and Spangler, M.G. (1958). “Some characteristics of the modulus of passive resistance of soil: A study in similitude.” Highway Research Board (HRB), Proc., the 37th Annual Meeting, HRB, Vol. 37, 576–583.
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Copyright © 2004 ASCE.
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Published online: Oct 15, 2004
Published in print: Nov 2004
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