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    Effect of Fines Content on Cyclic Strength Development of Sand–Clay Mixtures under Cyclic Loading: A Process Evaluation Using Energy Methods

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 011::page 04024261-1
    Author:
    Yi Shan
    ,
    Zhentong Huang
    ,
    Jie Cui
    ,
    Jie Yuan
    ,
    Yadong Li
    ,
    Zhipeng Su
    DOI: 10.1061/IJGNAI.GMENG-9502
    Publisher: American Society of Civil Engineers
    Abstract: Evaluating the cyclic strength development using energy-based methods is a novel concept in studying the dynamic properties of sand–clay mixtures under cyclic loading. In this study, a series of undrained cyclic triaxial tests were conducted on sand–clay mixtures, and the performance of different fine-grain contents on the dynamic properties and the energy dissipation of sand–clay mixtures was investigated based on the energy-based methods. The results demonstrated a gradual increase in the cyclic strain amplitude and the residual axial strain with increasing fines content (FC) under cyclic loading with a controlled cyclic stress ratio; in contrast, the accumulation of pore-water pressure slowed down. An initial decrease in the cyclic strength of the mixtures was observed with an increase in their fines contents; however, further increasing the FC enlarged the cyclic strength of the sand–clay mixtures. This transition was observed when the threshold fines content reached about 30%. The viscous energy dissipation ratio (VEDR), which is a nondimensional energy ratio based on the relationship between cyclic stress and strain and reflects the characteristics of dynamic properties, was utilized to compare three critical phase transition points, namely, VEDRvalley, VEDRpeak, and VEDR5%strain, in the energy dissipation of the sand–clay mixtures. Based on the VEDR results, the cyclic strength development indexes were established. Furthermore, low-vacuum environmental scanning electron microscopy revealed that as the FC increased, the particle composition of the sand–clay mixtures transitioned from predominantly coarse-grained to fine-grained, resulting in a change in the cyclic behavior of the mixtures from sandlike to claylike. The cyclic strength development indices provided further insights into and quantified the effect of fines contents of the sand–clay mixtures on their cyclic strength development process.
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      Effect of Fines Content on Cyclic Strength Development of Sand–Clay Mixtures under Cyclic Loading: A Process Evaluation Using Energy Methods

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304402
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    contributor authorYi Shan
    contributor authorZhentong Huang
    contributor authorJie Cui
    contributor authorJie Yuan
    contributor authorYadong Li
    contributor authorZhipeng Su
    date accessioned2025-04-20T10:17:25Z
    date available2025-04-20T10:17:25Z
    date copyright9/12/2024 12:00:00 AM
    date issued2024
    identifier otherIJGNAI.GMENG-9502.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304402
    description abstractEvaluating the cyclic strength development using energy-based methods is a novel concept in studying the dynamic properties of sand–clay mixtures under cyclic loading. In this study, a series of undrained cyclic triaxial tests were conducted on sand–clay mixtures, and the performance of different fine-grain contents on the dynamic properties and the energy dissipation of sand–clay mixtures was investigated based on the energy-based methods. The results demonstrated a gradual increase in the cyclic strain amplitude and the residual axial strain with increasing fines content (FC) under cyclic loading with a controlled cyclic stress ratio; in contrast, the accumulation of pore-water pressure slowed down. An initial decrease in the cyclic strength of the mixtures was observed with an increase in their fines contents; however, further increasing the FC enlarged the cyclic strength of the sand–clay mixtures. This transition was observed when the threshold fines content reached about 30%. The viscous energy dissipation ratio (VEDR), which is a nondimensional energy ratio based on the relationship between cyclic stress and strain and reflects the characteristics of dynamic properties, was utilized to compare three critical phase transition points, namely, VEDRvalley, VEDRpeak, and VEDR5%strain, in the energy dissipation of the sand–clay mixtures. Based on the VEDR results, the cyclic strength development indexes were established. Furthermore, low-vacuum environmental scanning electron microscopy revealed that as the FC increased, the particle composition of the sand–clay mixtures transitioned from predominantly coarse-grained to fine-grained, resulting in a change in the cyclic behavior of the mixtures from sandlike to claylike. The cyclic strength development indices provided further insights into and quantified the effect of fines contents of the sand–clay mixtures on their cyclic strength development process.
    publisherAmerican Society of Civil Engineers
    titleEffect of Fines Content on Cyclic Strength Development of Sand–Clay Mixtures under Cyclic Loading: A Process Evaluation Using Energy Methods
    typeJournal Article
    journal volume24
    journal issue11
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-9502
    journal fristpage04024261-1
    journal lastpage04024261-16
    page16
    treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 011
    contenttypeFulltext
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