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Resilient Modulus and Dynamic Modulus of Warm Mix Asphalt
GeoCongress 2008, 2008Warm Mix Asphalt (WMA) is produced at temperatures in the range of 30uF to 100uF (17uC to 56uC) lower than the traditional hot mix asphalt (HMA). It has a number of benefits including reducing energy consumption, emissions from burning fuels, and volatiles generated from the heated asphalt binder at the production plant at the paving site.
Shu Wei Goh, Zhanping You
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Study on Roadbed Soil Dynamic Resilient Modulus Test
Advanced Materials Research, 2013This paper draws on the successful experience from domestic and abroad researches, testing repeatedly of powder subgrade with load triaxial tests, analyzing the relationship between the subgrade soil resilient modulus, deviatoric stress, water content and degree of compaction.
An Hua Xu, Jian Hong Fang
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Construction of Dynamic Modulus Master Curves with Resilient Modulus and Creep Test Data
Transportation Research Record: Journal of the Transportation Research Board, 2012For the past few decades, the stiffness of materials used for roadway design and construction has been commonly characterized by the resilient modulus, defined as the ratio of the applied stress to the recoverable strain. However, the resilient modulus is not a fundamental material property of a viscoelastic material.
Hyung Suk Lee +3 more
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Automated Dynamic Cone Penetrometer for Subgrade Resilient Modulus Characterization
Transportation Research Record: Journal of the Transportation Research Board, 2002Subgrade soil characterization, expressed as resilient modulus ( M R), is crucial for pavement design. For a new design, M R is generally obtained by conducting repeated triaxial tests on reconstituted and undisturbed cylindrical specimens. Because of the test’s complexities, in situ tests are desirable, if reliable correlation is established.
Ashraf M. Rahim, K. P. George
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Study on Morphological Parameters of Hysteretic Curve of Dynamic Resilient Modulus
Journal of Highway and Transportation Research and Development (English Edition), 2020The hysteresis curve of dynamic resilient modulus (DRM) is the load and deformation curve of asphalt mixture under dynamic loading, it can reflect the evolution rule of internal stress-train state with load and temperature. Based on viscoelastic theory, 3 morphological parameters could be determined: slope k of major axis, eccentricity e of ellipse ...
Jing-yu Liu +3 more
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Experimental Study of Dynamic Resilient Modulus of Cohesive Soils in Henan
Advanced Materials Research, 2014Subgrade soil is very important materials to support highways. Resilient modulus (MR) has been used for characterizing stress-strain behavior of base or subbase subjected to repeated traffic loadings. Several methods to estimate the resilient modulus were suggested in the past years. The main objective of this study was to test the resilient modulus in
Yu Peng Wang, Liang Zhou
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Transportation Research Record: Journal of the Transportation Research Board, 2006
With the current trend toward developing mechanistic flexible pavement design and the need for more reliable design procedures, accurate characterization of hot-mix asphalt (HMA) properties is needed. Resilient and dynamic modulus tests were performed at five temperatures on two typical mixes used in the Commonwealth of Virginia to compare the test ...
Amara Loulizi +3 more
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With the current trend toward developing mechanistic flexible pavement design and the need for more reliable design procedures, accurate characterization of hot-mix asphalt (HMA) properties is needed. Resilient and dynamic modulus tests were performed at five temperatures on two typical mixes used in the Commonwealth of Virginia to compare the test ...
Amara Loulizi +3 more
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Resilient Modulus Prediction of Subgrade Soil Using Dynamic Cone Penetrometer
2018Stress-strain response of pavement structure is commonly presented with resilient modulus (Mr). Resilient behavior of subgrade soils is measured using expensive laboratory tests, that is somewhat time-consuming. Design engineers sometimes, uses overestimated backcalculated values from non-destructive test, which in turn lead to over-design of pavement.
Aneke Frank Ikechukwu +2 more
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Construction and Building Materials, 2018
Abstract The vertical compressive stress pulse distributions at various asphalt pavement depths can be represented as square loading, haversine loading and bell-shaped loading. This study aims in comparing the effects of bell-shaped loading and haversine loading on the dynamic modulus and resilient modulus of asphalt mixtures.
Li Ruan, Rong Luo, Xiaodi Hu, Pan Pan
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Abstract The vertical compressive stress pulse distributions at various asphalt pavement depths can be represented as square loading, haversine loading and bell-shaped loading. This study aims in comparing the effects of bell-shaped loading and haversine loading on the dynamic modulus and resilient modulus of asphalt mixtures.
Li Ruan, Rong Luo, Xiaodi Hu, Pan Pan
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Road Materials and Pavement Design, 2020
This study uses two typical subgrade soil samples selected from a highway construction site in Jilin Province, China, to formulate an empirical predictive model for the dynamic resilient modulus (E...
Xinman Ai +6 more
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This study uses two typical subgrade soil samples selected from a highway construction site in Jilin Province, China, to formulate an empirical predictive model for the dynamic resilient modulus (E...
Xinman Ai +6 more
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