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• W2229364476 abstract "In this paper, equations that were proposed in the literature over the past four decades to estimate or predict the variation of the resilient modulus with respect to soil suction for pavement base-course materials and subgrade soils are summarized into three groups: (1) empirical relationships, (2) constitutive models incorporating the soil suction into applied shearing or confining stresses, and (3) constitutive models extending the independent stress state variable approach. Two equations selected from each of the groups (a total of six equations) are used to predict the resilient modulus–soil suction correlations for three compacted subgrade soils. Strengths and limitations of these widely used equations are discussed based on the comparisons between the measurements and predictions. The key objective of the state-of-the-art research summarized in this paper is for assisting practicing engineers to choose suitable equations for the rational prediction of the resilient modulus taking into account the influence of the soil suction." @default.
• W2229364476 created "2016-06-24" @default.
• W2229364476 creator A5069768645 @default.
• W2229364476 creator A5088179789 @default.
• W2229364476 date "2016-08-01" @default.
• W2229364476 modified "2023-10-13" @default.
• W2229364476 title "State-of-the-Art: Prediction of Resilient Modulus of Unsaturated Subgrade Soils" @default.
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• W2229364476 doi "https://doi.org/10.1061/(asce)gm.1943-5622.0000631" @default.
• W2229364476 hasPublicationYear "2016" @default.
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