ABSTRACT The study introduces an approach to pile design optimisation in geotechnical engineering, integrating both Reinforcement Learning (RL) and Machine Learning (ML) algorithms with Cost–Benefit Decision Analysis (CBDA). The study explores three Site Investigation Plans (SIPs), described as Current (CSIP), Actual (ASIP) and Optimal (OSIP), that can be used to address uncertainties in subsurface conditions and pile design. RL is used to determine the optimal action in transitioning between these interrelated SIPs. Apart from the SIPs, the optimal action is also shown to depend on structural variables for the pile design. These variables are used in ML algorithms, such as Random Forest (RF), Gradient Boosting Machine (GBM) and Support Vector Machine (SVM), to predict the optimal action for decision-making of the SIP at a given site. The proposed CBDA framework is applied to a database consisting of 152 usable test piles across various U.S. states, which enables the assessment of SIPs under diverse geological conditions. The results show that RL effectively optimises SIP selection with RF achieving the highest overall accuracy in predicting optimal SIP actions. The study contributes a novel data-driven approach to CBDA and SIP evaluation in geotechnical decision-making.
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