Accelerated Characterization of Full-Scale Reinforced Flexible Pavement Models Using Vibroseis

Details

• Creators:
  Cox, Brady R. ; McCartney, John S. ; Trowler, Christina N.
• Corporate Creators:
  Mack-Blackwell National Rural Transportation Study Center (U.S.)
• Corporate Contributors:
  United States. Dept. of Transportation. Research and Innovative Technology Administration ; University Transportation Centers Program (U.S.)
• Subject/TRT Terms:
  Accelerated Tests Base Course (Pavements) Dynamic Loads Equivalent Single Axle Loads Flexible Pavements Geogrids Geophones Geosynthetics Geotechnology Highways I22: Design Of Pavements I33: Other Materials Used In Pavement Layers Pavements Railways And Guideways Research Hub Static Loads Subgrade (Pavements) Test Sections Vibratory Equipment

  More +
• Publication/ Report Number:
  MBTC DOT 3013
• Resource Type:
  Tech Report
• Geographical Coverage:
  United States
• TRIS Online Accession Number:
  01153259
• Edition:
  Final Report
• Corporate Publisher:
  Mack-Blackwell National Rural Transportation Study Center (U.S.)
• Abstract:
  Geosynthetic basal reinforcement has been used in flexible pavements to limit the occurrence of rutting, fatigue, and environmental-related cracking, and to permit reduction in base course thickness. However, the lack of an accelerated test to evaluate the behavior of full-scale pavement test sections in an economical and representative manner has limited the understanding of the role of variables that may affect the performance of basally-reinforced flexible pavement. Current accelerated tests involve either cyclic plate load tests or heavy vehicle simulators. Cyclic plate load tests often have scale effects, while heavy vehicle simulators require significant space, high construction cost, and long durations. These shortcomings have prevented parametric analyses of important variables such as pavement geometry, geosynthetic properties, depth of geosynthetic placement, stress state, and load (magnitude and frequency). The research objective of this study is to develop and validate a new accelerated testing approach to characterize full-scale pavement models with the capability of considering these variables in a timely manner. Specifically, this study will involve construction of full-scale pavement test sections which will be characterized using a vibroseis (shaker truck). The vibroseis can apply static wheel loads as well as dynamic normal and shear loads at selected frequencies. In the tests, dynamic loads will be applied to the pavement surface, and nonlinear stiffness-strain relationships for the pavement layers (base, geogrid, and subgrade) will be inferred using geophones and suction sensors embedded at different depths in the pavement section. This information will be useful to perform long-term dynamic modeling of pavements Cycles of ESALs will then be applied until pavement failure is observed, similar to traditional heavy vehicle simulator tests. Accordingly, this test is expected to be faster and yield more useful information than existing tests, while still maintaining representative loading conditions. An important component of this study will be the selection of the geometry of the test sections and the characteristics of the applied loads to ensure test conditions representative of actual pavements. This study will only involve the development and validation of this testing approach. However, future projects will apply this new test in parametric evaluation of design alternatives, permitting selection of the optimal pavement design before implementation in the field. Information from such tests can be used to develop design guidelines for reinforced pavements, perform cost-benefit design analyses, evaluate the impact of environmental variables in a controlled setting, and calibrate design codes for lifetime prediction of reinforced pavements.
• Format:
  PDF
• Funding:
  MBTC 3013
• Collection(s):
  University Transportation Centers US Transportation Collection
• Main Document Checksum:
  urn:sha256:9ef88266fe2064f4a59db2bc36955576d09b2401e61cb7ba9cfa289097df5882
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/34299/dot_34299_DS1.pdf
• File Type:
  [PDF - 3.29 MB ]