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/ MECHANISM OF DETERIORATION OF CEMENT COMPOSITES DUE TO LEACHING OF CALCIUM https://trid.trb.org/View/704467 Thu, 08 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704467 THAUMASITE FORMATION IN HYDRAULIC MORTARS AND CONCRETES https://trid.trb.org/View/704468 Thu, 08 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704468 DESIGNING AND REHABILITATING CONCRETE STRUCTURES: PROBABILISTIC APPROACH https://trid.trb.org/View/704469 Thu, 08 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704469 FOUR-YEAR BEHAVIOR OF POLYMER-CEMENT COATINGS FOR CONCRETE PROTECTION https://trid.trb.org/View/704470 Thu, 08 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704470 IMPROVEMENT OF CONCRETE WITH RECYCLED AGGREGATE https://trid.trb.org/View/704431 Fri, 02 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704431 HIPERPAV: GUIDANCE TO AVOID EARLY-AGE CRACKING IN CONCRETE PAVEMENTS https://trid.trb.org/View/704432 Fri, 02 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704432 CARBONATION DEGREE AS DURABILITY CRITERIA FOR AUTOCLAVED AERATED CONCRETE https://trid.trb.org/View/704433 50%, the AAC panels showed cracking and degradation in span-deflection ratio, compressive strength, and drying shrinkage. Therefore, in this paper, the authors propose the durability criteria for AAC as: when the degree of carbonation of an AAC panel exceeds 50% as defined in this work, it may be considered as deteriorated. With this criteria, acrylic-resin-finished AAC panels were 1.5 times more durable than non-finished ones. Also, water-repellent AAC panels had twice the durability as normal ones.]]> Fri, 02 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704433 DURABILITY OF PLASTIC FIBER-REINFORCED MULTILAYER SHOTCRETE PANELS https://trid.trb.org/View/704426 Thu, 01 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704426 EARLY AGE FRACTURE BEHAVIOR OF HYBRID FIBER-REINFORCED CONCRETE https://trid.trb.org/View/704427 Thu, 01 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704427 PREDICTION OF LONG-TERM DURABILITY OF VASCO DA GAMA BRIDGE IN LISBON https://trid.trb.org/View/704428 Thu, 01 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704428 CONTRIBUTION TO SERVICE LIFE PREDICTION OF STRUCTURES REINFORCED WITH STAINLESS STEEL REINFORCING BARS: LABORATORY APPROACH https://trid.trb.org/View/704429 Thu, 01 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704429 MARINE DURABILITY OF 23-YEAR-OLD REINFORCED CONCRETE BEAMS https://trid.trb.org/View/704430 Thu, 01 Jul 2004 00:00:00 GMT https://trid.trb.org/View/704430 EXPERIMENTAL AND ANALYTICAL STUDIES ON OXYGEN TRANSPORT IN VARIOUS CEMENTITIOUS MATERIALS https://trid.trb.org/View/703851 Wed, 30 Jun 2004 00:00:00 GMT https://trid.trb.org/View/703851 CHLORIDE AND OXYGEN PERMEABILITY OF CONCRETE INCORPORATING FLY ASH AND SILICA FUME IN TERNARY SYSTEMS https://trid.trb.org/View/703852 Wed, 30 Jun 2004 00:00:00 GMT https://trid.trb.org/View/703852 EFFECTS OF MIXTURE PROPORTIONS ON PERMEABILITY AND PORE STRUCTURE OF HIGH-FLUIDITY CONCRETES https://trid.trb.org/View/703853 Wed, 30 Jun 2004 00:00:00 GMT https://trid.trb.org/View/703853