Eighth International Conference on Case Histories in Geotechnical Engineering
Pile Design for Use in High-Tension Cable Median Barriers
Publication: Geo-Congress 2019: Foundations (GSP 307)
ABSTRACT
Cross-median crashes are the most severe type of run-off-road highway crashes. Cross-median crashes represent approximately 2% to 5% of all interstate crashes, yet fatalities and serious injuries occur in as much as 30% of these severe events. Many state departments of transportation (DOTs) install cable median barriers to mitigate the risk of these types of crashes. In research efforts to design a high-tension cable median barrier, a review of several recent crash tests into cable barriers revealed test failures (i.e., vehicle floor pan tearing and penetration into occupant compartment) that were largely caused by a combination of the pile bending strength and cross-sectional geometry with exposed free edges. The bending strength of the pile, embedded in coarse crushed limestone, caused the top of the overridden pile to press up against the undercarriage of the vehicle. The geometry of the pile contributed to sheet metal tearing and penetration into the occupant compartment. Therefore, research efforts were made to design a new, closed-section pile for use in a non-proprietary, high-tension cable barrier system through dynamic component testing and computer simulations using the finite element program, LS-DYNA. A total of 20 bogie (surrogate vehicle) tests were conducted on potential closed-section piles with a 24-in. (610-mm) embedment depth to determine their strong- and weak-axis capacities under impact loading. The pile sections, including hollow structural section (HSS) 3×2×1/8 (76-mm×51-mm×3-mm), mechanical tube (MT) 3×2×11 gauge (76-mm×51-mm×3-mm), and MT 4×2×14 gauge (102-mm×51-mm×2-mm) were evaluated with different patterns of weakening holes. Analysis of test results and simulations indicated that the HSS 3×2×⅛ with two ¾-in. (19-mm) diameter holes at groundline had the most promising potential to meet the desired strong- and weak-axis capacities, while reducing potential concern of floor pan tearing and penetration. Thus, it was recommended for further evaluation through full-scale crash testing.
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Acknowledgments
The authors wish to acknowledge the Midwest Pooled Fund Program for funding this research project. Acknowledgment is also given to MwRSF personnel for constructing the system and conducting the component tests.
REFERENCES
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Meyer, D.T., Lechtenberg, K.A., Faller, R.K., Bielenberg, R.W., Rosenbaugh, S.K. and Reid, J.D., MASH Test No.3-10 of a Non-Proprietary, High-Tension Cable Median Barrier for Use in 6H:1V V-Ditch (Test No. MWP-8), Research Report No. TRP-03-331-17, Midwest Roadside Safety Facility, University of Nebraska-Lincoln, Lincoln, Nebraska, May 10, 2017.
Meyer, D.T., Asadollahi Pajouh, M., Lechtenberg, K.A., Faller, R.K., Bielenberg, R.W., and Holloway, J.C., Phase II Evaluation of Floor Pan Tearing for Cable Barrier Systems, Research Report No. TRP-03-359-18, Midwest Roadside Safety Facility, University of Nebraska-Lincoln, Lincoln, Nebraska, March 30, 2018.
Information & Authors
Information
Published In
Geo-Congress 2019: Foundations (GSP 307)
Pages: 33 - 41
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8209-4
Copyright
© 2019 American Society of Civil Engineers.
History
Published online: Mar 21, 2019
Published in print: Mar 21, 2019
ASCE Technical Topics:
- Barriers (by type)
- Cables
- Design (by type)
- Engineering fundamentals
- Equipment and machinery
- Foundations
- Geotechnical engineering
- Geotechnical investigation
- Highway and road design
- Highway barriers
- Highway transportation
- Infrastructure
- Penetration tests
- Pile foundations
- Pile tests
- Piles
- Protective structures
- Structural engineering
- Structures (by type)
- Traffic accidents
- Traffic engineering
- Traffic management
- Transportation engineering
- Vehicles
Authors
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