Evaluation of Static Pile Load Test Results of Ultimate Bearing Capacity by Interpreting Methods

Abstract in geotechnical engineering, foundation piles are ideal for deep foundations that cannot bear higher loads. This architectural expansion places a great deal of responsibility on the engineer to anticipate appropriate load constructor. Unfortunately, calculations pile’s bearing capacity not accessible. It has always been source concern engineers, as structure’s safety depends and gives it safe value. These research tests previously known pile test data from several locations Nasiriyah determine ultimate load-carrying using various interpreting methodologies. A database was used three different areas Nasiriyah, southern Iraq: The Main Drain River Bridge Project, Al-Eskan Interchange Al-Hawra Hospital, determined by analytical methods, well evaluating final loading values resulting methods used, ASTM D-1143, American British Standard Code Practice BS 800. is estimated these approaches, which depicted form graph-based field data. Chin-Kondner Brinch Hansen algorithms highest failure all based comparison. On average, Chin–Kondner’s 22% than Hansen’s maximum 22 tests. Decourt DeBeer, Mazurkiewicz’s techniques yielded closest average load. Buttler-Hoy approach smallest