
This research studied the
use of pile load tests for the development of resistance factors in the LRFD
design specifications currently adopted by the Missouri DOT. Tthree bridge
sites were identified to conduct a pile load test in conjunction with the
normal bridge contracting activities. This allowed side-by-side comparisons
with production piles and the impact to the design. The pile load tests yielded
high resolution data for both the load capacity and load transfer
distributions. All the static and dynamic pile load tests produced capacities
higher than the ones estimated by the design engineers. The resistance factors
back calculated based on the pile load test data generated higher resistance
factors than the 0.65 suggested by AASHTO LRFD specifications. Pile load tests
data from other sources in Missouri and the neighboring states were also collected
and compiled for future use by the Missouri DOT.
Title: Evaluation of Pile Load Tests for Use in Missouri LRFD Guidelines
Published: June 2014
Report number: cmr 14-015
Project number: TRyy1226
Author: Ronaldo Luna
No comments:
Post a Comment
Note: Only a member of this blog may post a comment.