scispace - formally typeset
M

Michael P. Wagoner

Researcher at University of Illinois at Urbana–Champaign

Publications -  17
Citations -  1230

Michael P. Wagoner is an academic researcher from University of Illinois at Urbana–Champaign. The author has contributed to research in topics: Asphalt concrete & Fracture (geology). The author has an hindex of 12, co-authored 17 publications receiving 1115 citations.

Papers
More filters
Journal ArticleDOI

Disk-shaped Compact Tension Test for Asphalt Concrete Fracture

TL;DR: In this article, a disk-shaped compact tension (DC(T) test has been developed as a practical method for obtaining the fracture energy of asphalt concrete, which is used to test cylindrical cores obtained from in-place asphalt concrete pavements or gyratory-compacted specimens fabricated during the mixture design process.
Journal ArticleDOI

Investigation of the Fracture Resistance of Hot-Mix Asphalt Concrete Using a Disk-Shaped Compact Tension Test

TL;DR: In this article, a disk-shaped compact tension (DC(T) test was proposed for determining low-temperature fracture properties of cylindrically shaped asphalt concrete test specimens.
Journal ArticleDOI

Development of a Single-Edge Notched Beam Test for Asphalt Concrete Mixtures

TL;DR: In this article, a single-edge notched beam (SE(B)) test specimen was used to determine the fracture energy of asphalt concrete overlays and the results from the tests follow expected trends and test variability appears to be within a range typical for asphalt concrete fracture testing.
Journal ArticleDOI

Simulation of Fracture Behavior in Asphalt Concrete Using a Heterogeneous Cohesive Zone Discrete Element Model

TL;DR: In this paper, a bilinear cohesive zone model was implemented into the clustered discrete element (DEM) framework to enable simulation of crack initiation and propagation in asphalt concrete, and verification of the cohesive zone fracture model was carried out using a double cantilever beam.
Journal ArticleDOI

Micromechanical fracture modeling of asphalt concrete using a single-edge notched beam test

TL;DR: In this article, a two-dimensional clustered discrete element modeling (DEM) approach is implemented to simulate the complex crack behavior observed during asphalt concrete fracture tests, and a cohesive softening model (CSM) is adapted as an intrinsic constitutive law governing material separation in asphalt concrete.