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This document presents the results of uniaxial compression and flexural tests on permeable reinforced concrete piles and normal piles. The influence of concrete strength, drainage hole diameter, number of holes, and hole layers on ultimate compressive strength is investigated. Test results show that drainage holes reduce ultimate compressive strength, but values are still greater than design estimates. Permeable piles also have higher flexural capacity than normal piles due to stress redistribution. Cracks,

Author
Manaswini Vadlamani
Language
EN

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