Effect of Thermal Loads on Bridge Substructures 10-408

Grants and Contracts Details


The objective of this study is to instrument on an mUlti-span bridge. the boltom horizontal surface at the base of the footing of the pier with five soil pressure cells and temperature gages, and instrument the vertical face of the footing and pier with three temperature gages each, and to continuously monitor the 50il pressure and temperatures and compare the soil pressures with ones derived using the AASHTO code.
Effective start/end date7/1/096/30/10


  • KY Transportation Cabinet


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