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My Geo Congress 24 by Daniel is a document available to read on EtoBox.
This study introduces a simplified method for determining the point-of-fixity of deep foundations using an analytical solution to an equivalent cantilever model, which replaces complex soil-foundation interactions with a fixed-base model. The method utilizes numerical lateral response data from the finite-difference program NVShaft and evaluates its effectiveness against existing point-of-fixity models through case studies from various lateral load tests. The proposed approach aims to improve the accuracy o
- Author
- Daniel
- Language
- EN