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Evaluation of soil arching effect due to partially mobilized shear stress in piled and geosynthetic-reinforced embankment

Crossref DOI link: https://doi.org/10.1007/s11771-020-4433-8

Published Online: 2020-08-09

Published Print: 2020-07

Update policy: https://doi.org/10.1007/springer_crossmark_policy

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