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Settlement Analysis of Geogrid-Reinforced Embankments by Naim Parvej is a document available to read on EtoBox.
This document summarizes a research study that evaluated the settlement and bearing capacity of embankments built on soft soil reinforced with ordinary stone columns and geogrid layers. The study used the Plaxis 3D finite element program to model two cases: 1) embankments with 1-2 horizontal geogrid layers and 7-9 stone columns, and 2) embankments with geogrid layers and stone columns under different applied loads. Results showed that geogrid layers reduced settlement by 5-11% for Case 1 and increased beari
- Author
- Naim Parvej
- Language
- EN