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contributor authorNathaniel R. Seckinger
contributor authorAkram Abu-Odeh
contributor authorRoger P. Bligh
contributor authorPaul N. Roschke
date accessioned2017-05-08T21:04:33Z
date available2017-05-08T21:04:33Z
date copyrightNovember 2005
date issued2005
identifier other%28asce%290733-947x%282005%29131%3A11%28851%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37694
description abstractPavement mow strips are being used to combat growth of vegetation around guardrail posts. However, the effect of pavement post encasement on crashworthiness of strong post guardrail systems has not been investigated. In this paper, performance of these systems is examined using experimental testing and numerical simulation. Mow strip dimensions, materials, and depths are considered in addition to the presence “leave-out” sections around posts. Seventeen configurations using wood and steel posts embedded in various mow strip configurations and confinement conditions were subjected to dynamic impact testing with a bogie vehicle. Dynamic impact tests were numerically simulated and full-scale mow strip system models were assembled using the subcomponent models. A concrete mow strip with grout leave-outs was designed based on predictive numerical simulations. This design was subsequently constructed and subjected to full-scale crash testing. With reference to nationally accepted criteria, crash tests of a strong post steel guardrail system and a wood post guardrail system encased in the selected mow strip configuration were considered to be successful. Recommendations for implementation are provided.
publisherAmerican Society of Civil Engineers
titlePerformance of Guardrail Systems Encased in Pavement Mow Strips
typeJournal Paper
journal volume131
journal issue11
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2005)131:11(851)
treeJournal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 011
contenttypeFulltext


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