Rafiqul A. Tarefder

ORCID: 0000-0003-1061-2169
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About
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Research Areas
  • Asphalt Pavement Performance Evaluation
  • Infrastructure Maintenance and Monitoring
  • Geotechnical Engineering and Underground Structures
  • Smart Materials for Construction
  • Transport Systems and Technology
  • Innovative concrete reinforcement materials
  • Material Properties and Failure Mechanisms
  • Corrosion Behavior and Inhibition
  • Geotechnical Engineering and Soil Stabilization
  • Tribology and Wear Analysis
  • Concrete Properties and Behavior
  • Metal and Thin Film Mechanics
  • Concrete and Cement Materials Research
  • Concrete Corrosion and Durability
  • Geophysical Methods and Applications
  • Traffic and Road Safety
  • Non-Destructive Testing Techniques
  • Geotechnical Engineering and Analysis
  • Structural Behavior of Reinforced Concrete
  • Grouting, Rheology, and Soil Mechanics
  • Petroleum Processing and Analysis
  • Lubricants and Their Additives
  • Ultrasonics and Acoustic Wave Propagation
  • Geotechnical Engineering and Soil Mechanics
  • Injury Epidemiology and Prevention

University of New Mexico
2016-2025

Colorado State University Pueblo
2016-2017

Bradley University
2016-2017

Radiology Associates of Albuquerque
2017

University of New Mexico Hospital
2016

University of Mississippi
2010

Idaho State University
2004-2007

University of Oklahoma
2003-2005

Texas Southern University
2004

An attempt is made to connect the link between internal chemical and molecular mechanical property change external physical, rheological for asphalt before after oxidative aging using dynamics (MD) simulation. Intermolecular interactions, density, bulk modulus zero shear viscosity changes of model systems under different compressive tensile stress rates are investigated at room temperature (298 K). Simulation results demonstrate that oxidised functional groups in molecules increase strength...

10.1080/08927022.2015.1073851 article EN Molecular Simulation 2015-08-21

The moisture damage in polymer modified asphalts has been studied for decades, yet the effects of chemical functional groups on sensitivity are not known. In this study, a nanoscale experiment is conducted to measure these terms adhesive/cohesive forces using an atomic force microscopy (AFM). A base asphalt binder and two polymers such as styrene-butadiene (SB) styrene-butadiene-styrene (SBS) used prepare AFM sample glass substrates. samples conditioned under dry wet conditions. AFM, probed...

10.1061/(asce)mt.1943-5533.0000072 article EN Journal of Materials in Civil Engineering 2009-12-04

Nanoindentation is a relatively new technique which has been used to measure nanomechanical properties of surface layers bulk materials and thin films. In this study, micromechanical such as hardness Young's modulus asphalt binders concrete are determined by nanoindentation experiments. Indentation tests conducted on base binder two polymer-modified performance grade (PG) PG-70-22 PG76-28. addition, Superpave mixes SP-B SP-III designed using these PG binders, the corresponding compacted...

10.1061/(asce)gm.1943-5622.0000048 article EN International Journal of Geomechanics 2010-05-14

In this study, a four-layer feed-forward neural network is constructed and applied to determine mapping associating mix design testing factors of asphalt concrete samples with their performance in conductance flow or permeability. To generate data for the model, total 100 field cores from 50 different mixes (two replicate per mix) are tested laboratory permeability volumetric properties. The significant that affect identified using simple multiple regression analysis. analyses results show...

10.1061/(asce)0899-1561(2005)17:1(19) article EN Journal of Materials in Civil Engineering 2005-01-20

In this study, a molecular dynamic (MD) simulation is employed to determine the thermodynamic properties of asphalt binder components, namely, asphaltene and resin, before after oxidative aging. For aging asphaltenes, percentage oxygen considered in MD simulations 0.1, 1, 12, 23, 46.5% asphaltenes. resins, used 5, 15, 25% resins. Using few oxygen, asphaltene, resin molecules as input, are run on system at fixed number pressure predict internal energy, structure, density function temperature....

10.1021/ef101289f article EN Energy & Fuels 2011-04-11

Limiting the presence of water inside an asphalt concrete (AC) pavement can slow down process involved in diffusion, hydration, adhesion loss, and other mechanisms moisture damage. In past, numerous studies have been conducted on topic damage permeability, but very few related permeability with AC. This study evaluates whether such relation exists. essence, a field survey is to identify set pavements (bad) that suffer from (good) do not exhibit Field tests coring are pavements. Laboratory...

10.1061/(asce)mt.1943-5533.0001129 article EN Journal of Materials in Civil Engineering 2014-08-08

In a nanoindentation test, test sample is indented or loaded by an intender tip and then unloaded, the load-displacement data are recorded. Load-displacement analyzed using common method to determine elastic modulus hardness of materials. The slope unloading curve positive typically follows loading for hard samples such as aluminum silicon. analysis not applicable if negative slope, which case soft viscous materials, asphalt binders polymers. However, past studies have attempted examine...

10.1061/(asce)nm.2153-5477.0000054 article EN Journal of Nanomechanics and Micromechanics 2012-12-17

Objective: Teenage drivers are more likely to be involved in severely incapacitating and fatal crashes compared adult drivers. Moreover, because two thirds of urban vehicle miles traveled on signal-controlled roadways, significant research efforts needed investigate intersection-related teenage driver injury severities their contributing factors terms behavior, vehicle–infrastructure interactions, environmental characteristics, roadway geometric features, traffic compositions. Therefore,...

10.1080/15389588.2015.1100722 article EN Traffic Injury Prevention 2015-10-27

Polymers are commonly used to modify asphalt binder in order satisfy the performance-grade binder’s rheological properties, such as shear, storage, loss, and bending stiffness. However, it is not known what types percentages of polymers affect these properties under conditions aging. To this end, base binders were modified with styrene-butadiene styrene-butadiene-styrene at 3, 4, 5% then aged laboratory using a rolling thin film oven for short-term aging, pressure aging vessel long-term...

10.1061/(asce)mt.1943-5533.0001370 article EN Journal of Materials in Civil Engineering 2015-07-22

This study evaluates the pore structure of asphalt concrete (AC) samples by measuring different components space and their contributions to permeability moisture damage. Three total namely permeable, dead-end isolated pores are quantified using tracer test, which is a combination permeameter salt concentration meter. Permeable become impermeable if an AC sample compacted below 5% air voids. increase with in radius. It observed from this that permeable has good correlation permeability,...

10.1080/10298436.2015.1065995 article EN International Journal of Pavement Engineering 2015-07-24

10.1016/j.conbuildmat.2017.04.087 article EN Construction and Building Materials 2017-04-21

Asphalt concrete (AC) consists of coarse aggregate, asphalt binder, and fines. The binder creates an film around the aggregate Fines are trapped inside film, which is also known as mastic. Mastic govern most mechanical properties AC. Therefore, researchers have performed various tests on mastic to understand macroscale behavior Nanomechanical characterization more appropriate for mastic, thinness approximately 15–20 μm particle. For this paper, authors conducted nanoindentation integral...

10.1061/(asce)nm.2153-5477.0000061 article EN Journal of Nanomechanics and Micromechanics 2013-05-18

The research reported in this paper investigates the coefficient of thermal contraction (CTE) and expansion asphalt concrete (AC) under different conditions laboratory. As a first step, CTC CTE AC at temperatures ranging between −20 55°C were measured using field samples to examine temperature effect. Then, difference values vertical horizontal directions (cross anisotropy) evaluated samples. influences air void (AV), aggregate type, gradation on also investigated laboratory prepared...

10.1061/(asce)mt.1943-5533.0001277 article EN Journal of Materials in Civil Engineering 2015-03-03

This study evaluates the effects of moisture conditioning on changes in chemical composition and mechanical properties asphalt binder. Moisture is conducted using AASHTO T 283 procedure recently developed moisture-induced sensitivity testing (MIST) device. Chemical analysis performed Fourier transform infrared device by a dynamic shear rheometer. Results show that ageing as well other occurred during conditioning. Changes binder fatigue life damaged modulus are observed. Undamaged cohesive...

10.1080/14680629.2017.1299631 article EN Road Materials and Pavement Design 2017-03-08
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