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    The Effect of Hydraulic History on Shear Strength of Silt

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 009::page 04023137-1
    Author:
    Xinming Li
    ,
    Zekun Liang
    ,
    Kebin Ren
    ,
    Song Yin
    ,
    Yuzhou Sun
    DOI: 10.1061/IJGNAI.GMENG-8249
    Publisher: ASCE
    Abstract: Weathering processes such as dry–wet (DW) cycles affect the hydromechanical properties of soils for earthen sites, in which significant proportions of the cross section could be influenced by climatic weathering, such as basal erosion of earthen sites. This study investigated the effects of the hydraulic history of silt samples that were subjected to nine DW cycles for ≤270 days on their mechanical properties. The results indicated that the proposed method of DW cycles was appropriate when determining soil strength profiles in earthen sites through soil column experiments. The mechanical properties of silt samples that were subjected to the same drying water content (w) under the same consolidation stress were significantly different when they had different hydraulic histories. When the wetting w was lower than the shrinkage limit, the silt in the upper soil layer that experienced lower wetting w generated a higher shear strength than samples that were not subjected to DW cycles. In contrast, silt samples in the lower soil layer that had been exposed to a higher wetting w than the shrinkage limit yielded a lower shear strength than the initial specimen. The hydraulic histories had a threshold effect on the strength profile of silt, where this was caused by the coupled effect of a stronger connection between its particles and the propagation of microcracks due to the DW cycles that intensified the heterogeneity of the strength profile of silt. These findings could help better understand basal erosion formation in earthen sites and protect our cultural heritage.
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      The Effect of Hydraulic History on Shear Strength of Silt

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    contributor authorXinming Li
    contributor authorZekun Liang
    contributor authorKebin Ren
    contributor authorSong Yin
    contributor authorYuzhou Sun
    date accessioned2023-11-27T23:43:23Z
    date available2023-11-27T23:43:23Z
    date issued9/1/2023 12:00:00 AM
    date issued2023-09-01
    identifier otherIJGNAI.GMENG-8249.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293790
    description abstractWeathering processes such as dry–wet (DW) cycles affect the hydromechanical properties of soils for earthen sites, in which significant proportions of the cross section could be influenced by climatic weathering, such as basal erosion of earthen sites. This study investigated the effects of the hydraulic history of silt samples that were subjected to nine DW cycles for ≤270 days on their mechanical properties. The results indicated that the proposed method of DW cycles was appropriate when determining soil strength profiles in earthen sites through soil column experiments. The mechanical properties of silt samples that were subjected to the same drying water content (w) under the same consolidation stress were significantly different when they had different hydraulic histories. When the wetting w was lower than the shrinkage limit, the silt in the upper soil layer that experienced lower wetting w generated a higher shear strength than samples that were not subjected to DW cycles. In contrast, silt samples in the lower soil layer that had been exposed to a higher wetting w than the shrinkage limit yielded a lower shear strength than the initial specimen. The hydraulic histories had a threshold effect on the strength profile of silt, where this was caused by the coupled effect of a stronger connection between its particles and the propagation of microcracks due to the DW cycles that intensified the heterogeneity of the strength profile of silt. These findings could help better understand basal erosion formation in earthen sites and protect our cultural heritage.
    publisherASCE
    titleThe Effect of Hydraulic History on Shear Strength of Silt
    typeJournal Article
    journal volume23
    journal issue9
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-8249
    journal fristpage04023137-1
    journal lastpage04023137-10
    page10
    treeInternational Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 009
    contenttypeFulltext
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