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/ Evaluation of Marshall Properties of Asphalt Concrete and Stone Mastic Asphalt for Nigerian Roads https://trid.trb.org/View/2671100 Tue, 30 Jun 2026 09:45:10 GMT https://trid.trb.org/View/2671100 Eco-efficient Structure-Material Integrated Optimization of Basalt Fiber-Reinforced SMA-13 for Sustainable Pavements Using Adaptive Chaotic PSO and Phenomenological Constitutive Models https://trid.trb.org/View/2704217 Mon, 29 Jun 2026 09:20:06 GMT https://trid.trb.org/View/2704217 Effects of Inert and Active Fillers and Their Physicochemical Properties on Asphalt Mixture Performance https://trid.trb.org/View/2717195 Wed, 24 Jun 2026 10:29:07 GMT https://trid.trb.org/View/2717195 Investigation of surface treatments and bonding materials on static and dynamic shear bonding performance at UHPC–SMA bridge deck interfaces https://trid.trb.org/View/2682554 Tue, 23 Jun 2026 13:52:11 GMT https://trid.trb.org/View/2682554 Application and Performance of UHPC–SMA Bonding System in Steel Bridge Deck Pavements under Temperature Effects https://trid.trb.org/View/2711441 Wed, 17 Jun 2026 16:14:25 GMT https://trid.trb.org/View/2711441 Optimizing acoustic and mechanical properties of stone matrix asphalt for enhanced noise reduction using response surface methodology https://trid.trb.org/View/2680361 0.95) that accurately capture the nonlinear relationships between mix design and key performance indicators: sound absorption coefficient, dynamic stability, freeze-thaw splitting strength ratio, and tire-pavement vibration damping. Analysis revealed distinct mechanistic influences: sound absorption was governed by the fine-aggregate-and-bitumen-mediated air-void network, whereas dynamic stability depended on a balanced coarse aggregate skeleton. These models enabled the successful formulation of an optimized mixture, which was experimentally validated to exhibit enhanced performance, with: noise absorption coefficient of 0.175, dynamic stability of 6699 Times/s, tensile strength ratio of 92.8%, and damping capacity of 7.48—with all predicted values falling within 5% of experimental results.]]> Wed, 17 Jun 2026 12:23:21 GMT https://trid.trb.org/View/2680361 Optimizing the Use of Local Aggregate in Stone-Mastic Asphalt https://trid.trb.org/View/2701088 Tue, 12 May 2026 09:47:05 GMT https://trid.trb.org/View/2701088 Study on multiscale evaluation of moisture resistance of a high-performance cold stone matrix asphalt: An extensive laboratory investigation https://trid.trb.org/View/2668671 Mon, 11 May 2026 08:50:45 GMT https://trid.trb.org/View/2668671 Influence of Pre-Overlay Pavement Condition on Service Life and Cost-Effectiveness of Stone Matrix and Hot Mix Asphalt Overlays for Preventive Maintenance https://trid.trb.org/View/2698378 Tue, 05 May 2026 10:16:53 GMT https://trid.trb.org/View/2698378 Experimental and Numerical Evaluation of Utilizing Recycled Concrete Aggregates in Stone Column https://trid.trb.org/View/2688723 Wed, 29 Apr 2026 09:09:23 GMT https://trid.trb.org/View/2688723 Optimizing Stone Column Spacing and Stiffness using Particle Swarm Optimization (PSO) for Finite Element Method (FEM) Based Settlement Prediction https://trid.trb.org/View/2688839 Tue, 28 Apr 2026 11:19:11 GMT https://trid.trb.org/View/2688839 Characterizing dynamic modulus of styrene-butadiene-styrene (SBS) modified stone mastic asphalt (SMA) mixtures — An experimental evaluation and prediction using artificial neural networks https://trid.trb.org/View/2654576 Tue, 21 Apr 2026 14:30:17 GMT https://trid.trb.org/View/2654576 Sensitivity of binder- aggregate compatibility, rutting and moisture resistance performance of warm-stone matrix asphalt mixes in dry and wet condition https://trid.trb.org/View/2651637 0.70) among SFE, BBS, and TSR% demonstrated consistency between micro-level adhesion mechanisms and macro-scale performance, identifying PMB40 + ZY + Basalt and PMB40 + ZP2 + Granite as the most durable combinations.]]> Mon, 30 Mar 2026 17:10:42 GMT https://trid.trb.org/View/2651637 Influence of Aggregate Gradation and Binder Type on Bond Slippage Failures in Stone Matrix Asphalt under the Coupled Effect of Temperature and Moisture https://trid.trb.org/View/2645447 Wed, 18 Mar 2026 10:11:58 GMT https://trid.trb.org/View/2645447 Effect of Various Fibers and Filler Materials on the Mechanical Performance of Stone Matrix Asphalt Mixtures https://trid.trb.org/View/2645437 Wed, 18 Mar 2026 10:11:58 GMT https://trid.trb.org/View/2645437