University of Illinois Urbana-Champaign

Adhesion Mechanisms of Bituminous Crack Sealant to Aggregate and Laboratory Test Development

Fini, Elham H.

Content Files
Eli Fini-PhD Dissertation Deposited on April 24-2008 .pdf

Permalink

https://hdl.handle.net/2142/13720

Description

Title
Adhesion Mechanisms of Bituminous Crack Sealant to Aggregate and Laboratory Test Development
Author(s)
Fini, Elham H.
Issue Date
2008-05
Keyword(s)
  • crack sealant
  • adhesion
Date of Ingest
2009-09-10T20:26:13Z
Abstract
Crack sealing is a common pavement maintenance treatment because it extends pavement service life. However, crack sealant often fails prematurely due to a loss of adhesion. Since current test methods are mostly empirical and only provide a qualitative measure of bond strength, they cannot predict sealant adhesive failure accurately. Hence, there is an urgent need for test methods based on bituminous sealant rheology that can better predict sealant field performance. This study introduces three laboratory tests aimed to assess the bond property of hot-poured crack sealant to pavement crack walls. The three tests are designed to serve the respective needs of producers, engineers, and researchers. The first test implements the principle of surface energy to measure the thermodynamic work of adhesion, which is the energy spent in separating the two materials at the interface. The work of adhesion is reported as a measure of material compatibility at an interface. The second test is a direct adhesion test, a mechanical test which is designed to closely resemble both the installation process and the crack expansion due to thermal loading. This test uses the Direct Tension Test (DTT) device. The principle of the test is to apply a tensile force to detach the sealant from its aggregate counterpart. The maximum load, Pmax, and the energy to separation, E, are calculated and reported to indicate interface bonding. The third test implements the principles of fracture mechanics in a pressurized circular blister test. The apparatus is specifically designed to conduct the test for bituminous crack sealant, asphalt binder, or other bitumenbased materials. In this test, a fluid is injected at a constant rate at the interface between the substrate (aggregate or a standard material) and the adhesive (crack sealant) to create a blister. The fluid pressure and blister height are measured as functions of time; the data is used to calculate Interfacial Fracture Energy (IFE), which is a fundamental property that can be used to predict adhesion. The stable interface debonding process makes this test attractive. This test also may be used to estimate the optimum annealing time, and to quantify other interface characteristics, such as the moisture susceptibility of a bond. In addition, the elastic modulus of the sealant and its residual stresses can be determined analytically. While the direct adhesion test is proposed as part of newly developed performance-based guidelines for the selection of hot-poured crack sealant, the blister test may be used to estimate the optimum annealing time, in addition to IFE determination.
Type of Resource
text
Genre of Resource
Dissertation / Thesis
Language
en
Permalink
http://hdl.handle.net/2142/13720
Sponsor(s)/Grant Number(s)
Federal Highway Administration and Canada-US Crack Sealant Consortium

Owning Collections

Research and Publications - Illinois Center for Transportation PRIMARY