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Foundation Design for High Tension Cable Guardrails

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  • Saadedin
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    • Sep 2018 
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    Foundation Design for High Tension Cable Guardrails






    Foundation Design for High Tension Cable Guardrails

    Submitted by

    Ling Zhu, Ph.D.

    Former Graduate Research Assistant



    John R. Rohde, Ph.D., P.E. Associate Professor

    Ryan J. Terpsma, B.S.M.E. Graduate Research Assistant

    Midwest Roadside Safety Facility University of Nebraska-Lincoln

    130 Whittier Building Lincoln, Nebraska 68588-0853

    (402) 472-0965

    Submitted to


    Mid-America Transportation Center 262 Whittier Building

    Lincoln, Nebraska 68588-0853

    MwRSF Research Report No. TRP-03-236-10

    June 2010



    High tension cable guardrail is becoming increasingly popular in median and roadside

    applications due to the promise of reduced deflections upon impact and reduced maintenance.

    These systems show better performance in redirecting vehicles and preventing median

    crossovers than traditional low-tension cable guardrail systems. These high tension systems have

    also been shown to be more easily repairable with the undamaged lengths functioning properly

    throughout the repair process. As the performance of these systems is observed in service, there

    is a growing concern over the end anchorage foundation performance of current systems.

    Foundations for high tension systems must not only be capable of restraining the impact load of a

    vehicle, but must also restrain the initial pretension on the cable system as well as temperature

    induced loads. While it may be acceptable for many roadside safety devices to require

    foundation repair after impact, foundation failure due to environmentally induced loads would be

    a serious maintenance problem. As temperature induced loads can be greater than those loads

    applied during impact, these loadings must be considered in foundation design. Foundation

    deflection can reduce cable tension, increasing deflection of the system during impact and letting

    the cables sag after impact. The soil conditions in which these foundations are placed vary

    significantly. A soil specific foundation design would assure the functionality of these high

    tension systems.


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