Transport Research International Documentation (TRID) https://trid.trb.org/ en-us Copyright © 2026. National Academy of Sciences. All rights reserved. http://blogs.law.harvard.edu/tech/rss tris-trb@nas.edu (Bill McLeod) tris-trb@nas.edu (Bill McLeod) Transport Research International Documentation (TRID) https://trid.trb.org/Images/PageHeader-wTitle.jpg https://trid.trb.org/ Triaxial creep test and damage model study of coarse-grained materials from red-bed soft rocks under freeze–thaw cycles: A multiscale analysis https://trid.trb.org/View/2636296 Wed, 04 Feb 2026 16:28:52 GMT https://trid.trb.org/View/2636296 Asphalt concrete subjected to long-time loading at low temperatures – Deviations from the time-temperature superposition principle https://trid.trb.org/View/2606078 Mon, 24 Nov 2025 10:23:28 GMT https://trid.trb.org/View/2606078 Indentation creep test: A novel approach for characterizing asphalt viscoelasticity https://trid.trb.org/View/2550473 Fri, 20 Jun 2025 11:58:41 GMT https://trid.trb.org/View/2550473 Laboratory-to-field correlation and validation of performance specifications for bituminous mixtures https://trid.trb.org/View/2503034 0.05) higher PS (%) values compared to both laboratory and plant compacted samples. Further, in the IDEAL-CT test, the laboratory compacted samples have slightly lower CTIndex values. In contrast, the plant compacted samples generally have higher CTIndex values but still less than those of field cores. However, the t-test revealed no significant difference between laboratory, plant and field compacted specimens in the IDEAL-CT test since p-value < 0.05. The higher values of PS (%) and CTIndex observed in field cores can be attributed to different sample thickness and compaction methodologies. Despite the variations, the strong positive correlation (R² > 0.758) between laboratory samples and field cores for BC-1 and DBM-2 confirms that initial performance criteria are appropriate and justified.]]> Thu, 13 Mar 2025 09:24:01 GMT https://trid.trb.org/View/2503034 Evaluating the distress resistance of asphalt mixtures using scalar modulus https://trid.trb.org/View/2447695 Fri, 22 Nov 2024 14:57:24 GMT https://trid.trb.org/View/2447695 Wheel-rail contact wear analysis on curved lubricated track for heavy haul locomotive studies https://trid.trb.org/View/2434983 Thu, 17 Oct 2024 09:15:19 GMT https://trid.trb.org/View/2434983 Equivalent Principle of Temperature-Aging for Asphalt Mixture Based on Creep Test https://trid.trb.org/View/2282862 Mon, 07 Oct 2024 08:37:37 GMT https://trid.trb.org/View/2282862 Assessing High-Temperature Performance of Asphalt-Filler Mastic System Treated with Micro-Nano Filler Combinations https://trid.trb.org/View/2410725 Mon, 12 Aug 2024 11:35:40 GMT https://trid.trb.org/View/2410725 Experimental study on creep-fatigue damage of hot central plant recycling asphalt mixture containing high RAP https://trid.trb.org/View/2403606 Fri, 09 Aug 2024 15:31:17 GMT https://trid.trb.org/View/2403606 Viscoelastic Mechanical Properties of Crumb Rubber Modified Asphalt Mixture https://trid.trb.org/View/2203654 Sat, 03 Aug 2024 16:26:31 GMT https://trid.trb.org/View/2203654 Viscoelastic Analysis of Asphalt Pavement Using a Regularized Interconversion Technique between Creep and Relaxation https://trid.trb.org/View/2203644 Sat, 03 Aug 2024 16:26:31 GMT https://trid.trb.org/View/2203644 Creep damage evolution process of asphalt binder based on viscoelastic characteristics https://trid.trb.org/View/2390960 Mon, 24 Jun 2024 09:24:48 GMT https://trid.trb.org/View/2390960 The scalar modulus: A novel parameter for predicting creep properties of asphalt mixtures https://trid.trb.org/View/2361276 Fri, 26 Apr 2024 09:01:21 GMT https://trid.trb.org/View/2361276 Probabilistic characterisation of transition points in three-stage permanent deformation curves using Bayesian inference approach https://trid.trb.org/View/2310491 Mon, 04 Mar 2024 14:29:34 GMT https://trid.trb.org/View/2310491 Time-Temperature-Stress Equivalent Characteristics and Nonlinear Viscoelastic Model of Asphalt Mixture under Triaxial Compressive Stress State https://trid.trb.org/View/2292607 Mon, 18 Dec 2023 08:46:15 GMT https://trid.trb.org/View/2292607