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This study presents a new cyclic shear device for unsaturated soils along with a methodology to understand the seismic compression response of soils under both drained and undrained conditions.

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This page is a summary of: Methodology to Characterize the Seismic Compression of Unsaturated Sands under Different Drainage Conditions, Geotechnical Testing Journal, December 2020, ASTM International,
DOI: 10.1520/gtj20190340.
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