Search Results - "Chazallon, Cyrille"
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Hydro-Mechanical Behaviour of an Unbound Granular Base Course Material Used in Low Traffic Pavements
Published in Materials (13-02-2020)“…This paper deals with the mechanical behaviour, especially the permanent deformation and resilient deformation of an unbound granular material (UGM) from…”
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2
Effect of Anisotropy on the Resilient Behaviour of a Granular Material in Low Traffic Pavement
Published in Materials (03-12-2017)“…Granular materials are often used in pavement structures. The influence of anisotropy on the mechanical behaviour of granular materials is very important. The…”
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3
A Size and Boundary Effects Model for Quasi-Brittle Fracture
Published in Materials (21-12-2016)“…The fracture behaviors of quasi-brittle materials are commonly specimen size (size effect) and crack size (boundary effect) dependent. In this study, a new…”
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4
Contact Dynamics modeling of viscoelastic granular materials using irregular polyhedral particles
Published in EPJ Web of Conferences (01-01-2021)“…Viscoelastic granular materials are present in several disciplines. One example is asphalt mixture employed in road construction. In the last three decades,…”
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Journal Article Conference Proceeding -
5
A Discrete Element Model for Damage and Fatigue Crack Growth of Quasi-Brittle Materials
Published in Advances in materials science and engineering (01-01-2019)“…The repeatedly applied low-intensity loads would lead to the damage and fatigue crack growth of mechanical structures made of quasi-brittle materials. In…”
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6
The mechanical behavior of an expansive soil due to long-term seasonal rainfalls
Published in E3S web of conferences (01-01-2020)“…Expansive soils, susceptible to be affected by the environmental conditions, expand when water is added and shrink when they dry out. This continuous change in…”
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7
A discrete element model for damage and fracture of geomaterials under fatigue loading
Published in EPJ Web of Conferences (01-01-2017)“…Failure processes in geomaterials (concrete, asphalt concrete, masonry, etc.) under fatigue loading (repeated moving loads, cycles of temperature, etc.) are…”
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Journal Article Conference Proceeding -
8
Determination of Fracture Properties of Concrete Using Size and Boundary Effect Models
Published in Applied sciences (01-04-2019)“…Tensile strength and fracture toughness are two essential material parameters for the study of concrete fracture. The experimental procedures to measure these…”
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9
Shear test on viscoelastic granular material using Contact Dynamics simulations
Published in EPJ Web of Conferences (01-01-2017)“…By means of 3D contact dynamic simulations, the behavior of a viscoelastic granular material under shear loading is investigated. A viscoelastic fluid phase…”
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10
Study of the mechanical behaviour of reclaimed asphalt aggregates without binder addition
Published in E3S web of conferences (01-01-2019)“…The objective of this paper is to investigate a source of reclaimed asphalt aggregates without binder addition. To this end, a series of triaxial tests was…”
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11
Seasonal thermal energy storage in shallow geothermal systems: thermal equilibrium stage
Published in E3S web of conferences (01-01-2016)“…This paper is dedicated to the study of seasonal heat storage in shallow geothermal installations in unsaturated soils for which hydrothermal properties such…”
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12
Shakedown modeling of unsaturated expansive soils subjected to wetting and drying cycles
Published in E3S Web of Conferences (01-01-2016)“…It is important to model the behavior of unsaturated expansive soils subjected to wetting and drying cycles because they alter significantly their…”
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Journal Article Conference Proceeding -
13
An elastoplastic model based on the shakedown concept for flexible pavements unbound granular materials
Published in International journal for numerical and analytical methods in geomechanics (01-05-2005)“…Nowadays, the problem of rutting of flexible pavements linked to permanent deformations occurring in the unbound layers is taken into account only by…”
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14
Complex modulus modeling of asphalt concrete mixes using the Non-Smooth Contact Dynamics method
Published in Computers and geotechnics (01-01-2020)“…Asphalt mixtures are complex multiphase materials showing a viscoelastic behavior. To assess the mechanical response of these materials, a typical practice is…”
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15
Thermogravimetric analysis (TGA) for characterization of self-cementation of recycled concrete aggregates in pavement
Published in Thermochimica acta (01-03-2024)“…•Self-cementation of recycled concrete aggregate was investigated by thermogravimetric analysis.•The unhydrated binder content in fine recycled concrete…”
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16
Energetical formulation of size effect law for quasi-brittle fracture
Published in Engineering fracture mechanics (15-04-2017)“…•Rupture criterion based on the energy release rate and its evolution.•Local definition of the rupture.•Crack initiation and crack propagation defined for…”
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17
Influence of self-cementing properties on the mechanical behaviour of recycled concrete aggregates under monotonic loading
Published in Construction & building materials (27-02-2023)“…•Recycled concrete aggregate.•Self-cementing properties.•Unhydrated cement content.•Unbound granular material.•Monotonic triaxial test. Recently, the use of…”
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18
Thermogravimetric analysis (TGA) for characterization of self-cementationof recycled concrete aggregates in pavement
Published in Thermochimica acta (01-03-2024)“…A key question concerning the application of recycled concrete aggregates (RCA) into pavement is the assessmentof self-cementing properties of RCA, which…”
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19
Multiscale analysis of tire and asphalt pavement interaction via coupling FEM–DEM simulation
Published in Engineering structures (01-04-2022)“…With the aging of roads and the lack of resources for maintenance, a thorough understanding of the interaction between tires and asphalt pavements is crucial…”
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Three-dimensional FEM–DEM coupling simulation for analysis of asphalt mixture responses under rolling tire loads
Published in Construction & building materials (10-03-2023)“…As traffic grows by leaps and bounds, deterioration of asphalt surface layers emerges as the primary cause of road network costs. A deep understanding of the…”
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