The National Academies

NCHRP IDEA 20-30/IDEA 068 [Completed (IDEA)]

Geocomposite Capillary Barrier Drain for Limiting Moisture Changes in Pavement Subgrades and Base Courses
[ NCHRP 20-30 (NCHRP-IDEA) ]

  Project Data
Staff Responsibility: Dr. Inam Jawed

This project developed and evaluated the effectiveness of a geocomposite capillary barrier drain (GCBD) system (Figure 1) in preventing pavement damage by controlling moisture movement in pavement subgrade and base course. A number of geotextiles were evaluated for their suitability as a transport layer using a series of tests that included capillary rise, moisture retention, function measurements, siphoning and transmissivity under suction. At infiltration rates that occur in the field, the GBCD drained water from overlying base material that was not saturated. Furthermore, the GBCD prevented the moistening of the subgrade at many of the filtration rates tested. This allows the design of unsaturated soil drainage to help extend pavement life by limiting the time the bases are saturated and by diverting large volumes of water to a drainage system before it reaches the subgrade. In the specific GBCD tested, water drained from overlying base soil when subjected to suction head of 100 mm and greater. Furthermore, at long term infiltration rates of 0.1 to 0.15 mm/hr, the GBCD prevented infiltrating water from reaching the subgrade. Finally, the GBCD recovered its function and protected the subgrade in a test following a test in which a small amount of water had broken through the GBCD into the subgrade. Further development is needed before the technology can be implemented and a more economical transport layer than the one tested in this project would make GBCD more affordable and implementable. The contractor is discussing the possibility of licensing the technology with a private manufacturer of geotextiles. The project was highlighted in a recent issue of Progressive Engineer, an on-line engineering magazine and information source.  

The New York, Vermont, and New Hampshire DOTs were involved in the planning and testing of this research. Typical pavement materials specified and provided by these states were used for the construction of the test sections. These and other states are expected to coordinate implementation of these results via trial test sections. The project team has been involved in discussions with a number of geosynthetic manufacturers regarding commercialization of GCBDs.  The final report is available from the National Technical Information Service (NTIS # PB2003-101349).



The final report for this IDEA project can be found at:

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