Eshan Dave
www.mendeley.com
0000-0001-9788-2246
University of New Hampshire
73 papers found
Refreshing results…
Effect of aging and temperature on milling-induced stresses and cracks in Hot Mix Asphalt (HMA) pavements
Suitable Tests and Machine Learning Approach to Predict Moisture Susceptibility of Hot-Mix Asphalt
Realistic Traffic Condition Informed Life Cycle Assessment: Interstate 495 Maintenance and Rehabilitation Case Study
Increasing Precision and Confidence Level in Fracture Energy Measurement by Optimizing the Number of Test Replicates for Disk-Shaped Compact Tension Fracture Test (ASTM D7313)
Evaluation of Laboratory Performance and Structural Contribution of Cold Recycled Versus Hot Mixed Intermediate and Base Course Asphalt Layers in New Hampshire
Impact of Aging on the Viscoelastic Properties and Cracking Behavior of Asphalt Mixtures
Seasonal and Long-Term Changes to Pavement Life Caused by Rising Temperatures from Climate Change
Regionalizing the Quality Assurance Processes in New England Area for Pre-Stressed and Precast Concrete Elements used in Highway Construction
Recommendation of RILEM TC237-SIB: protocol for characterization of recycled asphalt (RA) materials for pavement applications
Effect of Mix Design Variables on Thermal Cracking Performance Parameters of Asphalt Mixtures
Recommendation of RILEM TC237-SIB on cohesion test of recycled asphalt
Effects of Rejuvenator on Reclaimed Asphalt Binder: An Exploratory Study of the RILEM TC 264-RAP Task Group 3
Evaluation of Viscoelastic Properties and Cracking Behaviour of Asphalt Mixtures with Laboratory Aging
Evaluation of Viscoelastic and Fracture Properties of Asphalt Mixtures with Long-Term Laboratory Conditioning
Mechanisms of cracking: characterisation and modelling
Cracking in Asphalt Materials
Preface
Assessment of various approaches to determining binder bending beam rheometer low temperature specification parameters from dynamic shear rheometer test
Nominal property based predictive models for asphalt mixture complex modulus (dynamic modulus and phase angle)
Cold Recycling of Reclaimed Asphalt Pavements
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