Variation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting

Journal Article (2020)
Author(s)

Ali Khosravi (Sharif University of Technology, Oregon State University)

Amirhossein Hashemi (Heriot-Watt University)

Sahar Ghadirianniari (University of British Columbia)

Mohammad Khosravi (Montana State University - Bozeman)

DOI related publication
https://doi.org/10.1061/(asce)gt.1943-5606.0002275 Final published version
More Info
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Publication Year
2020
Language
English
Journal title
Journal of Geotechnical and Geoenvironmental Engineering
Issue number
7
Volume number
146
Article number
04020050
Downloads counter
93

Abstract

A new framework is developed to extend an existing small-strain shear modulus (Gmax) model to determine Gmax of unsaturated silty soils along different paths of the soil water retention curve (SWRC) including the scanning loops. The suitability of the proposed framework is validated against experimental results of a series of bender-element tests performed in this study and data reported in literature. Measured values of Gmax showed a slight hysteresis in the Gmax measurements along the scanning curves of the SWRC, with lower values along the wetting scanning paths. However, results indicated that the value of Gmax was recovered once the main drying path was reached. Results of this study also indicated that Gmax behavior of the silty specimen along the scanning curves was stress dependent. The model was observed to follow the experimental data along different paths of the SWRC including scanning curves.