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contributor authorQian Zhang
contributor authorZhihao Gao
contributor authorRongpei Lv
contributor authorLiheng Zhang
contributor authorCuiren Tang
date accessioned2024-04-27T22:56:02Z
date available2024-04-27T22:56:02Z
date issued2024/03/01
identifier other10.1061-JMCEE7.MTENG-16340.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297865
description abstractThe strength development of pavement polyurethane mixture is primarily dependent on the degree of curing reaction of polyurethane adhesive. In this work, the effects of temperature, humidity, and curing time on the curing rate of a dense polyurethane mixture, stone mastic polyurethane mix (SMPU), were investigated. Two strength-age prediction models were established to forecast the compressive strength and the splitting strength development of SMPU under different curing conditions, respectively. The results indicate that the optimal curing conditions for SMPU are at a temperature of 30°C and a humidity of 55%. Furthermore, the two types of strength of cured SMPU can exceed 90% of their corresponding maximum strength values, respectively, when cured at temperatures between 20°C and 40°C, and at a humidity range of 30% to 70%. Finally, the validity of the strength-age prediction models was confirmed through experiments, thereby providing a theoretical basis and reference for on-site construction technology of SMPU.
publisherASCE
titleCuring Law and Strength-Age Prediction Model of a Dense Polyurethane Mixture under the Influence of Moisture and Temperature
typeJournal Article
journal volume36
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-16340
journal fristpage04023597-1
journal lastpage04023597-12
page12
treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 003
contenttypeFulltext


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