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contributor authorAli Khosravi
contributor authorAmirhossein Hashemi
contributor authorSahar Ghadirianniari
contributor authorMohammad Khosravi
date accessioned2022-01-30T19:42:01Z
date available2022-01-30T19:42:01Z
date issued2020
identifier other%28ASCE%29GT.1943-5606.0002275.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265817
description abstractA 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.
publisherASCE
titleVariation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting
typeJournal Paper
journal volume146
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0002275
page04020050
treeJournal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
contenttypeFulltext


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