2019
DOI: 10.1016/j.conbuildmat.2019.04.014
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An algorithm for the use of MSWI bottom ash as a building material in road pavement structural layers

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Cited by 44 publications
(22 citation statements)
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“…e results of CBR test show that with the change of water content, the CBR value increases first and then decreases. Under the optimum water content of 16.6%, the CBR value is the largest [45]. R. Forteza studied the effects of MSWI components on engineering properties and CBR tests on cases of different densities.…”
Section: Cbr Test Resultsmentioning
confidence: 99%
“…e results of CBR test show that with the change of water content, the CBR value increases first and then decreases. Under the optimum water content of 16.6%, the CBR value is the largest [45]. R. Forteza studied the effects of MSWI components on engineering properties and CBR tests on cases of different densities.…”
Section: Cbr Test Resultsmentioning
confidence: 99%
“…Advances in Civil Engineering performance of hot mix asphalt is the best, which has a good compression performance and antirutting performance. e mixing of bottom ash can also improve the antiwear ability of the surface course and improve the friction force [182,183]. ere have been many practices in the use of MSWI bottom ash in the surface layer, but there is still a lack of relevant research on the field construction and long-term performance testing [184,185].…”
Section: Utilization Of Mswi Fly Ash and Bottommentioning
confidence: 99%
“…e shear strength, elastic modulus, and bearing ratio of bottom ash are close to those of sand. When the bottom ash is mixed with sand or soil, the strength of the mixture can also be improved [182,191,194]. Bottom ash has been widely used as a subgrade filler, and the strength, stability, and durability are good [186].…”
Section: Application In Subgrade Materialmentioning
confidence: 99%
“…Although several studies have addressed the potential of and methods for replacing the natural aggregates in the asphalt mixture with MSWI BA and FA [38,[108][109][110][111][112], fewer field implementations and long-term performance studies have been reported compared with the past century. Table 2 presents a summary of the field applications and performance monitoring for cases of direct mixing of MSWI ashes with bituminous binders through the replacement of the natural aggregates for flexible pavements constructed in the U.S. over the past century.…”
Section: Field Applicationsmentioning
confidence: 99%