Project 0-5832
Develop Mechanistic-Empirical Design for CRCP
Abstract
Currently, TxDOT uses the AASHTO 93 design guide for the slab thickness design of
continuously
reinforced concrete pavement (CRCP). The AASHTO 93 design guide was developed based
on the AASHTO road test, where JCP (jointed plain concrete pavement) was the major
pavement evaluated and CRCP was not included. From a purely technical standpoint,
the AASHTO 93 design guide is not appropriate for the design of CRCP. With ever-increasing
traffic on major highways in Texas where CRCP is widely used, there is a need for
a more mechanistic-empirical (ME) based pavement design procedure for CRCP. An ME-based
pavement design method will allow TxDOT to optimize pavement structures to best utilize
the limited financial resources available. To develop an ME based CRCP design procedure,
the mechanism of punchouts was identified by field evaluations of CRCP, which included
coring, deflection testing using falling weight deflectometer (FWD), and other nondestructive
testing. Once the punchout mechanism was identified, mechanistic modeling was performed
using a 3-dimensional finite element program. Another important element in the ME
based pavement design procedures is the accuracy of a transfer function. A transfer
function was developed using the data from TxDOT PMIS. A CRCP design program based
on ME principles was developed, called TxCRCP-ME, with a User's Guide for the program.
In the program, the effect of nonuniformity of subbase support, or the effect of erosion,
was not directly addressed. From a theoretical standpoint, the effect is included
in a transfer function. Sensitivity analysis was conducted to evaluate the effects
of input variables and the reasonableness of the results. Since the reasonableness
of TxCRCP-ME depends on the accuracy of transfer function, further efforts are recommended
to refine the transfer function by collecting more accurate information on traffic,
construction information and distress data. Once an accurate transfer function is
developed, further sensitivity analysis will be needed to evaluate the reasonableness
of the TxCRCP-ME. For the spalling issue, extensive field evaluations were conducted
for the performance of spalling. A spalling model was developed and calibrated with
field evaluation data.
Project PI: Moon C. Won
Center for Multidisciplinary Research in Transportation (TechMRT)
-
Address
Texas Tech University, Box 41023, Lubbock, TX 79409-1023 -
Phone
806.742.3523 -
Email
techmrt.outreach@ttu.edu