Research on two-dimensional digital characterization of crushed stone aggregates in the SCC filling layer of the CRTS III slab ballastless track

Jiang, Wei; Xie, Youjun; Ma, Kunlin; Wu, Junqing; Long, Guangcheng

doi:10.1016/j.conbuildmat.2023.133132

Construction and Building Materials

2023

DOI: 10.1016/j.conbuildmat.2023.133132

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Research on two-dimensional digital characterization of crushed stone aggregates in the SCC filling layer of the CRTS III slab ballastless track

Wei Jiang,

Youjun Xie,

Kunlin Ma

et al.

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2024

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Cited by 3 publications

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Ballasted or ballastless for a railway infrastructure? A comparative environmental impact assessment of two solutions

Vignali

2024

Cleaner Environmental Systems

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Ballasted or ballastless for a railway infrastructure? A comparative environmental impact assessment of two solutions

Vignali

2024

Cleaner Environmental Systems

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The research on the meso-structure distribution mechanization and pavement performances of Superpave mixtures at different SGC gyrations

Li,

Hao,

Fan

et al. 2024

Construction and Building Materials

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Creep Coefficient for Self-Compacting Concrete (SCC)

SADIKU,

KAMBERI,

NAFEZI

2024

IJCESEN

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With the development of construction technology, self-compacting concrete hasstarted to be widely used in the construction of buildings. The specific properties of selfcompacting concrete have made it particularly useful for concreting the structuralelements of high-rise buildings. The strains characteristics of concrete are important toknow both in the initial stage of concreting and in the long process, in order to takemeasures to minimize their impact on cracking and reduction of structure elements.In this regard we have conducted an experiment to investigate shrinkage strains andcreep strains in reinforced concrete beams as well as the determination of the creepcoefficient. Given that the shrinkage and creep strains are together, it is necessary toseparate the creep strains from the shrinkage strains to determine the creep coefficient.For the realization of this separation, we have prepared the same samples which havebeen used for the determination of shrinkage strains and samples which have beeninserted into the mechanisms for the realization of adequate force for thedetermination of the creep strains.

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Research on two-dimensional digital characterization of crushed stone aggregates in the SCC filling layer of the CRTS III slab ballastless track

Cited by 3 publications

References 63 publications

Ballasted or ballastless for a railway infrastructure? A comparative environmental impact assessment of two solutions

Ballasted or ballastless for a railway infrastructure? A comparative environmental impact assessment of two solutions

The research on the meso-structure distribution mechanization and pavement performances of Superpave mixtures at different SGC gyrations

Creep Coefficient for Self-Compacting Concrete (SCC)

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