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Combined full field stress and strain measurement methods for granular materials

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Figure

Fig. 1. Arrangement of optical elements in a polariscope.
Fig. 2. Schematized plan view of PE model test setup; laser source, plane strain sample, and photoelastic acquisi-tion.
Fig. 3. Horizontal and vertical stresses σxx & σyy and strains εxx & εyy after 40 mm of pile displacement, negativesign is compressive,contractive.

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