Instrumentation for determination of guardrail-soil interaction

Transportation Research Record

Volumn , Issue 1528, 1996, Pages 109-115

  Rohde, John R ^a   Rosson, Barry T ^a   Smith, Richard ^a  

^a UNIVERSITY OF NEBRASKA LINCOLN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

IMPACT RESISTANCE; MODELS; PRESSURE MEASUREMENT; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; STEEL CONSTRUCTION; STRESS CONCENTRATION;

GUARDRAIL-SOIL INTERACTION; SOIL BEHAVIOUR; SOIL-POST LOAD RESPONSE;

GUARD RAILS;

EID: 0030235620     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1528-11     Document Type: Article

References (7)

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 C. E. Kimball. 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., J. K. Jeyapalan, T. J. Hirsch, and H. E. Ross. 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.
4. Ataullah, S. An Analytical Evaluation of Future Nebraska Bridgerail-Guardrail Transition Designs Using Computer Simulation Model BAR-RIER VII. Thesis. University of Nebraska - Lincoln, Aug. 1988.
5. Whitman, R. V., and K. A. Healy. Shear Strength of Sands During Rapid Loadings. Transactions of ASCE, Vol. 128, No. SM2, 1963, pp. 1553-1594.
6. Whitman, R. V., E. T. Miller, and P. J. Moore. Yielding and Locking of Confined Sand. Journal of ASCE, Vol. 90, No. SM4, 1964, pp. 57-84.
7. Casagrande, A., and S. D. Wilson. Effect of Rate of Loading on the Strength of Clays and Shales at Constant Water Content. Geotechnique, Vol. 2, 1951, pp. 251-263.