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This document describes a study that used particle image velocimetry to analyze the three-dimensional deformation pattern of soil around laterally loaded piles in physical models. The study investigated the effects of pile length, stiffness, diameter, and group effects on soil deformation. Experimental results showed that a conical passive zone is established in front of laterally loaded piles. The particle image velocimetry method provided an economical way to accurately measure soil deformation compared t

Author

Ahmed Ramadan

Language

EN