Comparison of various methods of estimating pile load capacity in cohesionless soils
| dc.contributor.author | Muhammad Ashir | |
| dc.contributor.author | Muhammad Khubaib Asif | |
| dc.contributor.author | Abid Hassan | |
| dc.contributor.author | Rizwan Akram | |
| dc.date.accessioned | 2025-12-18T16:32:24Z | |
| dc.date.available | 2025-12-18T16:32:24Z | |
| dc.date.issued | 2022 | |
| dc.description.abstract | The following thesis is done to investigate the best method for extermination of ultimate pile capacity in the cohesion less soils. The data was collected by studying multiple research papers related to the previous work on the deep pile foundations in cohesion less soils and data for the similar work was extracted out to use it as experimental data set and the parameters were used to find the ultimate pile capacity by using geotechnical methods. The each method gave the different result based on their specific formulae. The approach that was used in this study to identify the best amongst these few important methods was the comparison. We compared the results of these methods with original experimental data set and figured out which method gave the more reliable and nearest results with actual experimental one. The results were judged based on few baseline techniques like coefficient of determination (R2), mean square error (MSE) and root mean square error (RMSE). We discovered the results and compared it with experimental data set and found out that the method of Meyerhof and the average of Meyerhof and Coyle & Castello gave us the most accurate results. More research is required with a few different baseline techniques to judge the results and figure out the best geotechnical method for the determination of ultimate pile load capacity in cohesionless soils. | |
| dc.identifier.uri | https://escholar.umt.edu.pk/handle/123456789/16958 | |
| dc.language.iso | en | |
| dc.title | Comparison of various methods of estimating pile load capacity in cohesionless soils | |
| dc.type | Thesis |