About this document
Soft Soil Improvement with Pile Depths by Novita Fnf is a document available to read on EtoBox.
This study analyzes the improvement of soft soil using piles in an airport construction project, focusing on three pile depths (12 m, 18 m, and 24 m). Finite element simulations using PLAXIS 2D reveal that deeper piles result in reduced settlement and provide insights into axial forces and bending moments. The findings emphasize the necessity of soil improvement methods to address challenges posed by low bearing capacity and high compressibility of soft soils.
- Author
- Novita Fnf
- Language
- EN