Pile Construction Optimization for the Štefanići Landslide Remediation in Istria
Article Sidebar
Main Article Content
Abstract
The article describes the process of structure selection for the remediation of the Štefanići landslide in Istria based on parametric analyzes of the pile construction. The varied parameters are the diameter and the axial spacing of piles, so that ultimately six variants of pile constructions were analyzed. Stability analyzes as well as stress deformation analyzes were carried out using the Rocscience software package. Based on the results of the performed analyzes, the optimal pile construction was selected for which the landslide remediation project was developed. The article analyzes influence of the pile parameter variation on the behavior of the pile construction using the example of the Štefanići landslide remediation.
Article Details
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
The content of the journal is available in its entirety without fees. Users can read it, download it and share it with other parties on the condition of correctly citing the original, not modifying or in other way utilizing material for commercial purposes, and using the material in accordance with CC BY-NC-ND license of Creative Commons (CC) licenses.