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Piles Foundation Design on Sabkha Soil - Port Sudan
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Journal Article
Piles Foundation Design on Sabkha Soil - Port Sudan
2017
Overview
The effects of load, resulted from construction of tall building in Port Sudan area using data obtained from existing boreholes and In-situ tests, are used to estimate the carrying Capacity and settlement of piles foundation on sabkha soil. Bowles (modified), Burland, and s methods were used to calculate the carrying capacity and pile settlement Carrying capacity value was found to be 1456.5 Kilo Newton (KN) and the value of pile settlement is 17.5 mm which is within acceptable range.
Publisher
جامعة النيلين - إدارة البحوث والتنمية والتطوير
Subject
