Robust Analysis and Design of Bored Pile Considering Uncertain Parameters

Many high-rise buildings and bridges in the worlds are constructed using bored pile. To provide a safe design of this type deep foundation, high-quality soil data needed which normally obtained from laboratory testing. However, contractor consultant often conduct only limited field testing without performing tests. As result, capacity pile may deviate real value. This study aims to develop framework for analysis axial lateral piles when few parameters known. The proposed methodology uses analytical methods backed by numerical calculations according relevant code practice. results indicate that as long supported calculations, robust can be achieved with parameters: standard penetration test cone test.