In an attempt (limited) to provide factual information that could be of assistance toward rationalizing the selection of earth-berm configurations as safety elements in the highway system, a modified version of the Highway Vehicle Object Simulation Model (HVOSM) was used to investigate vehicle behavior on earth-berm slopes. Rigid-body mechanical equations were also used to predict vehicle paths. Details are noted of the initially assumed operating conditions for the computer simulations as well as of additional simulations. The results of computer simulation analysis led to the selection of a berm with a slope of 1.2:1, a height of 12.5 ft, and a length of 250 ft for construction and full-scale testing. Two criteria were used to judge the capability of the earth-berm slopes to safely restrain or redirect traversing vehicles: vehicle rollover and vehicle accelerations tolerable to humans. Five full-scale lists were conducted using a 1963 Ford Galaxie similar to the vehicle used in the computer program. The results showed that the peak and average accelerations (g's) that occurred when full-scale vehicle impacted 1.2:1 earth-berm slope and the length of berm traversal were in good agreement with those predicted by the HVOSM computer simulation. The vertical height of vehicle climb was about twice that which was predicted by computer; two unpredicted rollovers also occurred. Relatively simple rigid-body equations that neglected friction between the vehicle and the slope surface and assumed the vehicle mass to be concentrated at a point showed promise as a means for estimating the height of the vehicle climb and the length of the slope traversal. It was concluded that although very steep slopes (1.2:1 and steeper) are not appropriate for earth berms it is recommended that this research approach be applied to further studies in the field.

Media Info

  • Pagination: 3 p.
  • Serial:
  • Publication flags:

    Open Access (libre)

Subject/Index Terms

Filing Info

  • Accession Number: 00127883
  • Record Type: Publication
  • Contract Numbers: 20-7, Task 3
  • Files: TRIS, TRB
  • Created Date: Apr 21 1976 12:00AM