The invention discloses an underground diaphragm wall
steel bar lap joint bending resistance calculation method based on
big data, and belongs to the technical field of underground
engineering design. In order to solve the problems that the condition change of a construction site is difficult to respond in real time, the construction parameters are difficult to dynamically adjust and the complex construction environment is difficult to adapt, the
data set quality and the bending resistance prediction precision are effectively improved through multi-
source data acquisition and key
feature screening, and a physical prediction model of a
steel bar lap joint is established. According to the method, factors such as stress transmission and binding power are comprehensively considered, so that the model has good adaptability under different working conditions,
model parameters are dynamically adjusted, the model responds to changes of environments and construction errors in real time, the weight is automatically adjusted when
monitoring data fluctuates, accurate prediction of the bending resistance is achieved, potential failure risks are effectively prevented, and the construction quality is improved. And a failure mode pre-judgment and multi-level risk management mechanism helps a construction team to quickly identify a high-
risk area and flexibly adjust a construction scheme.