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Open AccessJournal ArticleDOI

Understanding Vibratory Asphalt Compaction by Numerical Simulation

Kai-Ming Xia, +1 more
- 01 May 2011 - 
- Vol. 4, Iss: 3, pp 185-193
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TLDR
In this article, a three dimensional finite element model for vibratory asphalt compaction is presented to predict spatial density, geometric nonlinearity capturing the configuration change is employed to simulate the compaction process.
Abstract
Asphalt compaction involves a reduction in the volume of hot mixture asphalt layer, which has been considered as one of the most important factors affecting the future mechanical performance of flexible pavement system. It should be the essential part of the intelligent asphalt compaction. So far, little research work has been reported on modeling vibratory asphalt compaction. In this paper, the underpinning principles of finite element for asphalt compaction simulation are briefly introduced. A three dimensional finite element model for vibratory asphalt compaction is presented. In order to predict spatial density, geometric nonlinearity capturing the configuration change is employed to simulate the compaction process. The low compressible hot mixture asphalt is modeled as rate dependent crushable foam model with volumetric hardening. Numerous simulations of vibratory asphalt compaction considering different compactor operations are conducted to understand their impacts on the compacted density.

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Citations
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Journal ArticleDOI

Assessing depth of influence of intelligent compaction rollers by integrating laboratory testing and field measurements

TL;DR: In this article, a 3D finite element (FE) model was developed to simulate proof-mapping of the roller on compacted geomaterials, and the model was used to carry out an extensive parametric study that considered the nonlinear behavior of the geommaterials and the roller operating conditions.
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Numerical analysis of asphalt mixture and comparison with physical Marshall test

TL;DR: In this paper, a 3D network of one-dimensional elements connecting particle's centers and comprising mutual interaction of particles is presented, and the contribution of the film layer and the interface thickness for normal stiffness is described analytically and illustrated by simulation results.
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A thermodynamic-based large deformation viscoplastic constitutive relationship for asphalt concrete compaction

TL;DR: In this paper, a large deformation, time-dependent viscoplastic constitutive relationship was proposed to enhance the prediction of the compaction degree of asphalt concrete materials under laboratory and field conditions.
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Incorporating Calibrated Numerical Models in Estimating Moduli of Compacted Geomaterials from Integrated Intelligent Compaction Measurements and Laboratory Testing

TL;DR: In this paper, proof rolling after completion of compaction of earthwork using intelligent compaction (IC) technology can be used to assess the uniformity of the compacted geomaterials and to identify less stiff materials.
References
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Journal ArticleDOI

Quantifying Laboratory Compaction Effects on the Internal Structure of Asphalt Concrete

TL;DR: In this article, the performance of asphalt concrete (AC) mixtures is influenced by its internal structure, which refers to the arrangement of aggregates and their associated air voids.
Journal ArticleDOI

Prediction of soil compaction under pneumatic tires a using fuzzy logic approach

TL;DR: In this article, a fuzzy expert system was used to predict the changes in penetration resistance, final pressure and bulk density of soil due to wheel traffic, and the verification of the proposed model is achieved via various numerical error criteria.
Journal ArticleDOI

Mechanics of air voids reduction of asphalt concrete using mixture theory

TL;DR: In this paper, the authors used the theory of mixtures to model asphalt concrete and solved hyperbolic conservation equations by an upwind finite volume scheme coupled with an operator splitting technique for a quasi-static type of loading.
Journal ArticleDOI

A thermomechanical framework for modeling the compaction of asphalt mixes

TL;DR: In this article, a nonlinear model for the compaction process within a thermodynamic framework that exploits the notion of a body possessing multiple natural configurations is developed to describe and study asphalt mix compaction.
Journal ArticleDOI

Simulation of soil compaction with vibratory rollers

TL;DR: In this paper, a closed-loop simulation model for the compaction effect of a vibratory roller and soil is presented, where the nonlinearities of roller motion and ground deformation are considered through a distinction between bounce and contact operation as well as between elastic and non-elastic ground deformations.
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