Comprehensive monitoring systems for measuring subgrade moisture conditions

Citation
Nr. Rainwater et al., Comprehensive monitoring systems for measuring subgrade moisture conditions, J TRANSP E, 125(5), 1999, pp. 439-448
Citations number
39
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF TRANSPORTATION ENGINEERING-ASCE
ISSN journal
0733947X → ACNP
Volume
125
Issue
5
Year of publication
1999
Pages
439 - 448
Database
ISI
SICI code
0733-947X(199909/10)125:5<439:CMSFMS>2.0.ZU;2-4
Abstract
Subgrade resilient modulus is highly dependent on water content, which can vary significantly with a number of environmental factors. Four sites acros s the state of Tennessee were instrumented with comprehensive monitoring sy stems that collect meteorologic, subgrade water content, infiltration, and temperature data. These data will be used to develop a rational method to a ccount for environmental effects (e.g., seasonal changes in subgrade water content, in flexible pavement design). Multiple-segment TDR probes were pla ced horizontally in the soil subgrade, in the stone subgrade, and in the as phalt stabilized base, and single-segment probes were placed in the asphalt ic concrete of the roadway sections. Tension-free pan lysimeters were insta lled at three of the test sites to measure infiltration through the pavemen t layers. Temperature sensors were installed in the soil subgrade and in th e stone base at the same elevations as the TDR probes, and at three elevati ons in the top 200 mm of the pavement. Each site was instrumented with a we ather station that monitors relative humidity, air temperature, rainfall, w ind speed, and solar radiation. The preliminary data indicate changes in wa ter content in the stone base layer that correlate with rainfall, and a sma ll seasonal change in subgrade water content. Data from a test site where t he pavement surface layer is not in place indicate that the asphaltic layer s below the surface layer are permeable during significant rainfall events and that water appears to move freely through the asphalt stabilized base l ayer.