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    NMR-Based Measurement of AWRC and Prediction of Shear Strength of Unsaturated Soils

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 009::page 04022150
    Author:
    Gaoliang Tao
    ,
    Qing Ouyang
    ,
    Da Lei
    ,
    Qingsheng Chen
    ,
    Sanjay Nimbalkar
    ,
    Liang Bai
    ,
    Zhizheng Zhu
    DOI: 10.1061/(ASCE)GM.1943-5622.0002515
    Publisher: ASCE
    Abstract: In recent years, accurate determination of the effective stress factor has been found to be instrumental for classifying the types of pore water and defining the form of their contribution to the unsaturated soil strength. In this study, a series of laboratory experiments based on volumetric flask, indoor evaporation and low-field nuclear magnetic resonance (NMR) methods were conducted on Wuhan clay to determine the relationship between adsorbed water content and matrix suction, and hence the adsorbed water retention curve (AWRC). The capillary water retention curve (CWRC) is the curve derived by subtracting the AWRC from the soil water characteristic curve (SWCC). This CWRC is then utilized to obtain correlation between the degree of saturation of capillary pores (Scap) and the matrix suction. The effective stress factor was replaced with Scap for determining the shear strength of Wuhan clay with three different dry densities. It was observed that the predicted values of shear strength obtained by NMR-based methods are more accurate than two other methods available in the literature. Furthermore, the accuracy of the method is not impacted by changes in dry density or confining pressure.
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      NMR-Based Measurement of AWRC and Prediction of Shear Strength of Unsaturated Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4286346
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    contributor authorGaoliang Tao
    contributor authorQing Ouyang
    contributor authorDa Lei
    contributor authorQingsheng Chen
    contributor authorSanjay Nimbalkar
    contributor authorLiang Bai
    contributor authorZhizheng Zhu
    date accessioned2022-08-18T12:16:58Z
    date available2022-08-18T12:16:58Z
    date issued2022/07/07
    identifier other%28ASCE%29GM.1943-5622.0002515.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286346
    description abstractIn recent years, accurate determination of the effective stress factor has been found to be instrumental for classifying the types of pore water and defining the form of their contribution to the unsaturated soil strength. In this study, a series of laboratory experiments based on volumetric flask, indoor evaporation and low-field nuclear magnetic resonance (NMR) methods were conducted on Wuhan clay to determine the relationship between adsorbed water content and matrix suction, and hence the adsorbed water retention curve (AWRC). The capillary water retention curve (CWRC) is the curve derived by subtracting the AWRC from the soil water characteristic curve (SWCC). This CWRC is then utilized to obtain correlation between the degree of saturation of capillary pores (Scap) and the matrix suction. The effective stress factor was replaced with Scap for determining the shear strength of Wuhan clay with three different dry densities. It was observed that the predicted values of shear strength obtained by NMR-based methods are more accurate than two other methods available in the literature. Furthermore, the accuracy of the method is not impacted by changes in dry density or confining pressure.
    publisherASCE
    titleNMR-Based Measurement of AWRC and Prediction of Shear Strength of Unsaturated Soils
    typeJournal Article
    journal volume22
    journal issue9
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002515
    journal fristpage04022150
    journal lastpage04022150-15
    page15
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 009
    contenttypeFulltext
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