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    Simple Approaches for Modeling Hysteretic Soil Water Retention Behavior

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 010
    Author:
    Zhong Han
    ,
    Sai K. Vanapalli
    ,
    Wei-lie Zou
    DOI: 10.1061/(ASCE)GT.1943-5606.0002148
    Publisher: American Society of Civil Engineers
    Abstract: Hysteretic soil water retention behavior is the key information required for interpreting and predicting the hydromechanical responses of unsaturated soils during drying and wetting processes. For this reason, models capable of describing such behavior are valuable in the development of constitutive relationships for unsaturated soils. In this paper, a model is proposed for predicting the main and scanning soil-water characteristic curves (SWCCs) (degree of saturation-suction relationships). In addition, the model is extended to another model for predicting the main and scanning soil-water characteristic surfaces (SWCSs) (degree of saturation-void ratio-suction relationships). The proposed models need one extra parameter (q for SWCC or q′ for SWCS), in addition to parameters required for conventional SWCC or SWCS models. The major advantages of the proposed models are as follows: (1) measurements of the main drying and wetting curves or surfaces are the only information required to calibrate all model parameters, (2) model predictions allow a smooth transition from scanning curves or surfaces to the main curves or surfaces, and (3) calibration associated with the parameter q or q′ can be further refined using measurements of scanning curves or surfaces to improve the precision of the predictions. The performance of both proposed models was validated against measurements of six different soils ranging from sands to clayey soils. Reasonable agreements between predictions of the proposed models and experimental results are achieved for all soils investigated in this study.
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      Simple Approaches for Modeling Hysteretic Soil Water Retention Behavior

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    contributor authorZhong Han
    contributor authorSai K. Vanapalli
    contributor authorWei-lie Zou
    date accessioned2019-09-18T10:42:18Z
    date available2019-09-18T10:42:18Z
    date issued2019
    identifier other%28ASCE%29GT.1943-5606.0002148.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260495
    description abstractHysteretic soil water retention behavior is the key information required for interpreting and predicting the hydromechanical responses of unsaturated soils during drying and wetting processes. For this reason, models capable of describing such behavior are valuable in the development of constitutive relationships for unsaturated soils. In this paper, a model is proposed for predicting the main and scanning soil-water characteristic curves (SWCCs) (degree of saturation-suction relationships). In addition, the model is extended to another model for predicting the main and scanning soil-water characteristic surfaces (SWCSs) (degree of saturation-void ratio-suction relationships). The proposed models need one extra parameter (q for SWCC or q′ for SWCS), in addition to parameters required for conventional SWCC or SWCS models. The major advantages of the proposed models are as follows: (1) measurements of the main drying and wetting curves or surfaces are the only information required to calibrate all model parameters, (2) model predictions allow a smooth transition from scanning curves or surfaces to the main curves or surfaces, and (3) calibration associated with the parameter q or q′ can be further refined using measurements of scanning curves or surfaces to improve the precision of the predictions. The performance of both proposed models was validated against measurements of six different soils ranging from sands to clayey soils. Reasonable agreements between predictions of the proposed models and experimental results are achieved for all soils investigated in this study.
    publisherAmerican Society of Civil Engineers
    titleSimple Approaches for Modeling Hysteretic Soil Water Retention Behavior
    typeJournal Paper
    journal volume145
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002148
    page04019064
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 010
    contenttypeFulltext
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