Civil MDC

CHARACTERISTIC LOAD METHOD OF ANALYSIS FOR LATERALLY LOADED PILES 2

CHARACTERISTIC LOAD METHOD OF ANALYSIS FOR LATERALLY LOADED PILES

Pile behaves as a transversely loaded beam in case of lateral loads and they transfer lateral load to surrounding soil by means of lateral resistance of the soil. Pile shifts horizontally in response to applied load which results in bending, rotation or translation of pile.

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