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Research article
First published January 1996

Instrumentation for Determination of Guardrail-Soil Interaction

Abstract

A series of steel posts (W150 × 12.6) and timber posts (15.2 × 20.3 cm) were instrumented with soil pressure transducers to assess the soil-post load response to a 1,388-kg bogie striking the post at 33 km/hr. Soil pressure measurements demonstrated the dramatic effects of soil shear strength and modulus on the responses of both timber and wood posts. The differences in the failure mechanisms between stiff and soft cohesive soils and noncohesive soils are demonstrated by both stress distributions and total stresses measured by the pressure transducers. The measurement system has potential applications for measurement of loads during impact testing of guardrail systems and as a tool for developing more appropriate models of soil behavior during impact loading.

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References

1. Michie J. D. Response of Guardrail Posts During Impact. Research Report 03-9051. Southwest Research Institute, San Antonio, Tex., Oct. 1970.
2. Calcote R., and Kimball C. E. Properties of Guardrail Posts for Various Soil Types. In Transportation Research Record 679, TRB, National Research Council, Washington, D.C., 1978, pp. 22–25.
3. Dewey J. F., Jeyapalan J. K., Hirsch T. J., and Ross H. E. A Study of the Soil-Structure Interaction Behavior of Highway Guardrail Posts. Research Report 343-1. Texas Transportation Institute, Texas A&M University, College Station, July 1983.
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5. Whitman R. V., and Healy K. A. Shear Strength of Sands During Rapid Loadings. Transactions of ASCE, Vol. 128, No. SM2, 1963, pp. 1553–1594.
6. Whitman R. V., Miller E. T., and Moore P. J. Yielding and Locking of Confined Sand. Journal of ASCE, Vol. 90, No. SM4, 1964, pp. 57–84.
7. Casagrande A., and Wilson S. D. Effect of Rate of Loading on the Strength of Clays and Shales at Constant Water Content. Geotechnique, Vol. 2, 1951, pp. 251–263.

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Article first published: January 1996
Issue published: January 1996

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© 1996 National Academy of Sciences.
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Authors

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John R. Rohde
Midwest Roadside Safety Facility, Civil Engineering Department, 1901 Y Street, Building C, University of Nebraska—Lincoln, Lincoln, Nebr. 68588-0601.
Barry T. Rosson
Midwest Roadside Safety Facility, Civil Engineering Department, 1901 Y Street, Building C, University of Nebraska—Lincoln, Lincoln, Nebr. 68588-0601.
Richard Smith
Midwest Roadside Safety Facility, Civil Engineering Department, 1901 Y Street, Building C, University of Nebraska—Lincoln, Lincoln, Nebr. 68588-0601.

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Crossref: 2

  1. Finite-Element Modeling of Guardrail Timber Posts and the Post-Soil In...
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