<abstract xmlns="http://www.w3.org/1999/xhtml">

Design methods must also be improved in order to reduce energy costs and environmental impact. When designing pile foundations, the costs and environmental impact of construction are far from being irrelevant.
At present, the most widely accepted method for determining the load capacity is the pile load test, which is considered the most realistic result, and therefore great emphasis should be placed on ensuring that these are evaluated as effectively as possible. By replacing the pile load test, its environmental impact and cost could be avoided. The aim of our research is to estimate a mathematical function that, from the wide range of soil physical and/or mechanical parameters, gives a formula that can be used to plot the curve without the need to produce a pile load test. By showing the relationship between different soil parameters and load capacities. In order for this to be possible later with a new theory, we examined the feasibility of this by evaluating the results of several measurements.
Climate change will also bring a transformation in the course of planning, because there may be changes in the load capacity on the soil and the use of materials. Soil composition and structure will also be affected by warming. The environmental impact of building materials and increased costs demands also bring about changes in the design of pile foundations.
</abstract>

Design methods must also be improved in order to reduce energy costs and environmental impact. When designing pile foundations, the costs and environmental impact of construction are far from being irrelevant.
At present, the most widely accepted method for determining the load capacity is the pile load test, which is considered the most realistic result, and therefore great emphasis should be placed on ensuring that these are evaluated as effectively as possible. By replacing the pile load test, its environmental impact and cost could be avoided. The aim of our research is to estimate a mathematical function that, from the wide range of soil physical and/or mechanical parameters, gives a formula that can be used to plot the curve without the need to produce a pile load test. By showing the relationship between different soil parameters and load capacities. In order for this to be possible later with a new theory, we examined the feasibility of this by evaluating the results of several measurements.
Climate change will also bring a transformation in the course of planning, because there may be changes in the load capacity on the soil and the use of materials. Soil composition and structure will also be affected by warming. The environmental impact of building materials and increased costs demands also bring about changes in the design of pile foundations.

Energy and Environmental Load Reduction, Optimization on Pile Foundation Design

Institute of Civil Engineering, Ybl Miklós Faculty of Architecture and Civil Engineering, Óbuda University

University of Agriculture and Life Sciences

YBL Journal of Built Environment

This work is licensed under the Creative Commons Attribution 4.0 International License.

{"article-title":"Energy and Environmental Load Reduction, Optimization on Pile Foundation Design"}

Design methods must also be improved in order to reduce energy costs and environmental impact. When designing pile foundations, the costs and environmental...

Energy and Environmental Load Reduction, Optimization on Pile Foundation Design

Online veröffentlicht: 22. Juni 2024

Seitenbereich: 53 - 61

DOI: https://doi.org/10.2478/jbe-2024-0006

Schlüsselwörter
ultimate pile bearing capacity, curve, analysis, pile load test, comparison

© 2024 Vera Kaczvinszki-Szabó et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Energy and Environmental Load Reduction, Optimization on Pile Foundation Design

Online veröffentlicht: 22. Juni 2024

Seitenbereich: 53 - 61

DOI: https://doi.org/10.2478/jbe-2024-0006

Schlüsselwörterultimate pile bearing capacity, curve, analysis, pile load test, comparison

© 2024 Vera Kaczvinszki-Szabó et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Schlüsselwörter
ultimate pile bearing capacity, curve, analysis, pile load test, comparison