Transport Research International Documentation (TRID) https://trid.trb.org/ en-us Copyright © 2024. 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/ Enhancing the treatment efficiency of recycled concrete fines with aqueous carbonation https://trid.trb.org/View/2260146 Sun, 08 Oct 2023 17:46:30 GMT https://trid.trb.org/View/2260146 The cement plant of tomorrow https://trid.trb.org/View/2240823 Sat, 16 Sep 2023 16:34:32 GMT https://trid.trb.org/View/2240823 Effect of pretreatment on reclaimed asphalt pavement aggregates for minimizing the impact of leachate on cement hydration https://trid.trb.org/View/2232725 Tue, 29 Aug 2023 16:29:05 GMT https://trid.trb.org/View/2232725 Development of durable engineered cementitious composites using local ingredients https://trid.trb.org/View/2226169 Sat, 12 Aug 2023 14:21:46 GMT https://trid.trb.org/View/2226169 A new equation to predict the shear strength of recycled aggregate concrete Z push-off specimens https://trid.trb.org/View/2157327 Sat, 29 Apr 2023 16:01:42 GMT https://trid.trb.org/View/2157327 Replacing cement through data analytics and process control https://trid.trb.org/View/2157334 Sat, 29 Apr 2023 16:01:42 GMT https://trid.trb.org/View/2157334 The use of TEA·H₃PO₄ and TEA·C₁₈H₃₀O₃S as eco-friendly corrosion inhibitors in cementitious materials: An experimental and theoretical study https://trid.trb.org/View/2109799 Wed, 22 Feb 2023 10:44:28 GMT https://trid.trb.org/View/2109799 Concluding destructive investigation of a nine-year-old marine-exposed cracked concrete panel https://trid.trb.org/View/2104888 75 mm). Each bar was crossed by two horizontal cracks (surface crack widths 0.20–0.30 mm). The investigation showed no corrosion on the surface of the reinforcing bars, in either cracked or uncracked areas. Two of the seven reinforcing bars were instrumented in the vicinity of the cracks. Extensive corrosion was found in the interior of all instrumented parts of these bars. This may explain the monitoring data despite the lack of corrosion on the exterior surface of the two instrumented rebars. However, with no other weaknesses, the remaining conventional rebars showed no impact from the cracks.]]> Wed, 08 Feb 2023 18:02:49 GMT https://trid.trb.org/View/2104888 On the long-term delayed strain of concrete structures https://trid.trb.org/View/2093727 Sun, 15 Jan 2023 17:44:36 GMT https://trid.trb.org/View/2093727 Long-term performance of reinforced concrete under a de-icing road environment https://trid.trb.org/View/2079194 Tue, 13 Dec 2022 17:35:09 GMT https://trid.trb.org/View/2079194 Smart database design for concrete durability analysis - An application in the Hongkong-Zhuhai-Macau bridge https://trid.trb.org/View/2072520 Mon, 05 Dec 2022 15:58:09 GMT https://trid.trb.org/View/2072520 Investigation of leaching in steel fiber-reinforced shotcrete exposed to fresh and saline groundwater in a subsea road tunnel https://trid.trb.org/View/2060625 Tue, 15 Nov 2022 17:11:10 GMT https://trid.trb.org/View/2060625 Numerical investigation of salt-frost damage of pervious concrete at the scale of a few aggregates https://trid.trb.org/View/2058076 Tue, 15 Nov 2022 17:11:10 GMT https://trid.trb.org/View/2058076 Early-age performance of self-compacting concrete under stepwise increasing compression https://trid.trb.org/View/2043607 Mon, 24 Oct 2022 16:09:23 GMT https://trid.trb.org/View/2043607 Fostering innovative and sustainable mass-market construction using digital fabrication with concrete https://trid.trb.org/View/2018042 Sun, 11 Sep 2022 18:58:28 GMT https://trid.trb.org/View/2018042