About this document
Settlement Analysis of Isotropic Soil by Paramveer Rawat is a document available to read on EtoBox.
This document summarizes a test of a flexible tank foundation on elastic saturated soil using PLAXIS software. The test models a tank imposing 263.3 kN/m^2 of pressure on homogeneous, isotropic soil. PLAXIS 2D and 3D simulations found settlement of 74.21 mm and 75.02 mm respectively at the tank center. An analytical solution estimates 73.80 mm settlement, in good agreement with PLAXIS. The document validates PLAXIS
- Author
- Paramveer Rawat
- Language
- EN