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    Permanent Deformation of Track-Bed Materials at Various Inclusion Contents under Large Number of Loading Cycles

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 008
    Author:
    Wang Han-Lin;Cui Yu-Jun;Lamas-Lopez Francisco;Dupla Jean-Claude;Canou Jean;Calon Nicolas;Saussine Gilles;Aimedieu Patrick;Chen Ren-Peng
    DOI: 10.1061/(ASCE)GT.1943-5606.0001911
    Publisher: American Society of Civil Engineers
    Abstract: In the French conventional railway substructure, the interpenetration of ballast grains and subgrade fine soils that occurred over years of operation has created a new layer, namely, an interlayer. The in situ investigation on this interlayer showed that the content of ballast grains decreases over depth, with the lower part characterized by a matrix of fines with inclusions of coarse grains. In this study, the permanent deformation of a material simulating the lower part of interlayer soil was investigated at six different volumetric inclusion contents fv (volumetric ratio of the inclusion grains to the total sample) by performing cyclic triaxial tests. The results indicate that at a given cycle, the permanent deformation decreases with the increase of fv, and the evolution of permanent deformation is strongly influenced by the loading history. To further investigate the effect of inclusion content, a method that allows eliminating the influence of loading history and estimating the end-stage permanent deformations at different stress levels was applied. Quadratic polynomial and bilinear fitting methods were used to fit the variations of the estimated end-stage permanent deformations with fv, showing a proper similarity between the two methods at high loading amplitudes (higher than 15 kPa). Furthermore, the testing results revealed the existence of a characteristic volumetric inclusion content fv-cha by bilinear fitting method, separating two zones with different inclusion effects. This observation is strongly supported by the X-ray microcomputed tomography (μCT) scans performed on the as-compacted samples. When fv ranges from to 2% (smaller than fv-cha), the fines constitute the skeleton of the sample, and the permanent deformation decreases rapidly with the increase of fv. By contrast, when fv increases up to 35–45% (larger than fv-cha), the inclusions dominate the skeleton of the sample, leading to a slight decrease of permanent deformation with fv.
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      Permanent Deformation of Track-Bed Materials at Various Inclusion Contents under Large Number of Loading Cycles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4248974
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    contributor authorWang Han-Lin;Cui Yu-Jun;Lamas-Lopez Francisco;Dupla Jean-Claude;Canou Jean;Calon Nicolas;Saussine Gilles;Aimedieu Patrick;Chen Ren-Peng
    date accessioned2019-02-26T07:43:47Z
    date available2019-02-26T07:43:47Z
    date issued2018
    identifier other%28ASCE%29GT.1943-5606.0001911.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248974
    description abstractIn the French conventional railway substructure, the interpenetration of ballast grains and subgrade fine soils that occurred over years of operation has created a new layer, namely, an interlayer. The in situ investigation on this interlayer showed that the content of ballast grains decreases over depth, with the lower part characterized by a matrix of fines with inclusions of coarse grains. In this study, the permanent deformation of a material simulating the lower part of interlayer soil was investigated at six different volumetric inclusion contents fv (volumetric ratio of the inclusion grains to the total sample) by performing cyclic triaxial tests. The results indicate that at a given cycle, the permanent deformation decreases with the increase of fv, and the evolution of permanent deformation is strongly influenced by the loading history. To further investigate the effect of inclusion content, a method that allows eliminating the influence of loading history and estimating the end-stage permanent deformations at different stress levels was applied. Quadratic polynomial and bilinear fitting methods were used to fit the variations of the estimated end-stage permanent deformations with fv, showing a proper similarity between the two methods at high loading amplitudes (higher than 15 kPa). Furthermore, the testing results revealed the existence of a characteristic volumetric inclusion content fv-cha by bilinear fitting method, separating two zones with different inclusion effects. This observation is strongly supported by the X-ray microcomputed tomography (μCT) scans performed on the as-compacted samples. When fv ranges from to 2% (smaller than fv-cha), the fines constitute the skeleton of the sample, and the permanent deformation decreases rapidly with the increase of fv. By contrast, when fv increases up to 35–45% (larger than fv-cha), the inclusions dominate the skeleton of the sample, leading to a slight decrease of permanent deformation with fv.
    publisherAmerican Society of Civil Engineers
    titlePermanent Deformation of Track-Bed Materials at Various Inclusion Contents under Large Number of Loading Cycles
    typeJournal Paper
    journal volume144
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001911
    page4018044
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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