Polyurethane-Modified Epoxy Crack Sealant for Climate-Specific Asphalt Pavement Repair. [PDF]
Polymers (Basel)Zhang X +5 more
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Supporting Student Veterans in Community Colleges
New Directions for Community Colleges, EarlyView.ABSTRACT This article explores student veteran services in community colleges, focusing on policies, programs, and best practices that support academic, social‐psychological, and career success. Grounded in an asset‐based approach, the authors identify distinctive characteristics of community college student veterans and highlight culturally affirming ...
Carrie Carter, Jae Hoon Lim
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Design and Manufacture of Self-Healing Asphalt Concrete with Capsules. [PDF]
Materials (Basel)Inozemtcev S.
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Mechanical mechanism of noise reduction performance of rubber granular asphalt mixture under freeze-thaw cycles. [PDF]
Sci RepLi D, Gao M, Fan X.
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A Review of Pavement Damping Characteristics for Mitigating Tire-Pavement Noise: Material Composition and Underlying Mechanisms. [PDF]
Materials (Basel)Liu M, Duan W, Dong R, Al-Ammari M.
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Synergistic Effects of Waste Tire Rubber and Styrene-Butadiene-Styrene on the Viscoelastic Rheology and Fatigue Mechanisms of Asphalt Binders. [PDF]
Polymers (Basel)Shah SK, Almansour AI.
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Research on asphalt pavement structure with cement treated large size macadam (CTB-50) base course. [PDF]
PLoS OneZhou B +6 more
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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.
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Soil-cement as a rigid pavement material. [PDF]
Many design methods for soil-cement pavements have been developed and used by road authorities. Without exception, they are empirical and take no account of the stresses which cause failure, or the resistance of soil-cement to these stresses. While most of these pavements have been satisfactory, some have failed in service.
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Breaking Load for Rigid Pavement
Transportation Engineering Journal of ASCE, 1970A method of analysis has been suggested for the calculation of a breaking load for a rigid pavement taking the effect of centrally placed load and temperature independently and assuming a transverse yield line under the load to denote failure. The breaking load results predicted by the proposed method have been compared with those obtained from other ...
R. K. Ghosh, M. Dinakaran
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