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Design and evaluation of structural risk mitigation measures for transmission lines micro-pile foundations in mountainous region

Fig 14

Displacement Results of Enlarged Diameter Pile Foundation under Ultimate Loads.

(a) Displacement under. Ultimate Compressive Load. (b) Displacement under Ultimate Uplift Load. (c) Displacement under Ultimate Horizontal Load.

Fig 14

doi: https://doi.org/10.1371/journal.pone.0341846.g014