Λεπτομέρειες βιβλιογραφικής εγγραφής
| Τίτλος: |
COMPARISON OF A NEW VISUAL BASIC APPLICATION WITH CONVENTIONAL METHODS TO CALCULATE BEARING CAPACITIES FOR SOILS. |
| Συγγραφείς: |
KILIC, Ebubekir, ISTEK, Akin |
| Πηγή: |
Acta Geodynamica et Geomaterialia; 2026, Vol. 23 Issue 2, p289-300, 12p |
| Θεματικοί όροι: |
Bearing capacity of soils, Microsoft Visual Basic (Computer program language), Building foundations, Soil mechanics |
| Περίληψη: |
The selection and design of foundation and superstructure systems depend heavily on determining the soil parameters and bearing capacity. Currently, bearing capacity is commonly estimated using analytical equations that involve numerous variable parameters. However, employing multiple formulations and variables in calculating bearing capacity can introduce inaccuracies and computational difficulties. This study aims to reduce potential inaccuracies and computational complexities in calculating bearing capacity and to accelerate the process using a Visual Basic application. This application simultaneously calculates and compares bearing capacities by Terzaghi, Meyerhof, Hansen, and Vesic methods. For this purpose, an example problem involving the calculation of bearing capacity was solved using both the conventional methods and a Visual Basic application, and the results were compared. This study demonstrated that bearing capacity results can be obtained more rapidly and consistently using the Visual Basic application than with conventional methods. [ABSTRACT FROM AUTHOR] |
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Copyright of Acta Geodynamica et Geomaterialia is the property of Institute of Rock Structures & Mechanics of the ASCR, v.v.i. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) |
| Βάση Δεδομένων: |
Complementary Index |