Results 241 to 250 of about 348,446 (303)

Disulfide-Crosslinked Polyurethane-Modified Asphalt: Balancing Fatigue Resistance and Healing Through Dynamic Covalent Networks. [PDF]

Polymers (Basel)
Zhang Y, Zhao X.
europepmc   +1 more source

Rheological characteristics and modification mechanism of rock asphalt compound modified binder based on grey relational analysis. [PDF]

PLoS One
Hou J, Guo X.
europepmc   +1 more source

Chemo-morphological evaluation of the blending behaviour of PMB and polymer-modified RAP binder. [PDF]

Mater Struct
Kokken I, Li B, Roberto A, Mirwald J, Van den Bergh W, Hofko B.   +5 more
europepmc   +1 more source

Study on Mechanical Response and Structural Combination Design of Steel Bridge Deck Pavement Based on Multi-Scale Finite Element Simulation. [PDF]

Materials (Basel)
Wang J, Tang J, Huang T, Han Z, Zeng Z, Ge H.   +5 more
europepmc   +1 more source

Rheological and Performance Properties of a Bituminous Binder Modified with Date Kernel Powder. [PDF]

Materials (Basel)
İnce CB.
europepmc   +1 more source

A New Design Methodology of Asphalt Mixture Dynamic Modulus Based on Pavement Response. [PDF]

Materials (Basel)
Huang Y, Feng B, Yang X, Cheng M, Liu Z.
europepmc   +1 more source

Mechanistic Evaluation of Rigid Airfield Pavements

Journal of Transportation Engineering, 1995
A structural deterioration relationship is developed using the U.S. Army Corps of Engineers accelerated traffic tests for plain concrete airfield pavements. The relationship predicts the performance of the rigid pavement in terms of the structural condition index from the pavement's Westergaard edge stresses, flexural strength, and number of load ...
Gücbilmez, Emin, Yüce, R.
openaire   +3 more sources

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Temperature Effects on Rigid Pavements

Journal of Transportation Engineering, 1994
An analysis technique, to be used in conjunction with packaged finite‐element programs, is developed for the study of rigid pavements subjected to temperature loading. For illustrative purpose, the pavement is idealized as a thin isotropic plate resting on a Winkler‐type elastic foundation.
I. E. Harik, P. Jianping, H. Southgate, D. Allen   +3 more
exaly   +2 more sources

Comparative Analyses of Rigid Pavements

Journal of Transportation Engineering, 1983
Stress conditions in concrete pavements were analyzed using the finite element method for slabs on liquid and elastic subgrades. The study consisted of the following parts: (1) The effect of the efficiency of load transfer across the joints; (2) the loading positions that produce the most critical stress and deflection conditions in the pavement; (3 ...
exaly   +2 more sources

Nanoconcrete for Rigid Pavements

Transportation Research Record: Journal of the Transportation Research Board, 2014
Abrasion resistance in concrete is related to the ability of the surface to resist being worn away by rubbing and friction. High-quality concrete is recognized as enhancing both abrasion and macrotexture durability under traffic loading. Pavement friction is the result of two primary frictional force components: adhesion and hysteresis.
González Hormazabal, Marcelo Andrés, De Oliveira Lima, Arthur, Tighe, Susan L.   +2 more
openaire   +2 more sources