Research Article

Study on Identifying Significant Risk Sources during Bridge Construction Based on Grey Entropy Correlation Analysis Method

Table 2

Risk events and sources of pile foundation construction of the Yinzhou Lake Bridge.

EngineeringRisk eventRisk source

A1: pile foundation constructionB1: equipment transportation and installationC1: drill rack installation tilt
C2: falling to the ground during equipment transportation
C3: incorrect installation of drill frame
C4: unstable construction platform
B2: burying of protective cylindersC5: the height of the protective tube is not enough
C6: the seam of the protective tube is not dense
C7: insufficient insertion depth of the protective tube
C8: the protective tube is inclined and leaking
C9: unstable water head in the protection tube
B3: drilling holesC10: unqualified wall protection mud quality
C11: bore hole tilt
C12: borehole collapse
C13: plum blossom holes
C14: drilling rig shift
C15: reaming or shrinking
C16: hole leakage
C17: the rig is malfunctioning
C18: paste drill, buried drill
B4: cleaning holeC19: collapse when clearing the hole
C20: incomplete clearance
C21: the thickness of the sediment does not meet requirements
C22: the mud thickness does not meet the requirements
B5: lifting of steel cagesC23: skeleton deformation
C24: the skeleton collides with the hole wall when lifting
C25: unqualified welding quality
C26: the skeleton elevation does not meet the requirements
B6: pouring underwater concreteC27: catheter inlet
C28: collapse during pouring
C29: pipe stuck
C30: buried pipe
C31: broken piles
C32: pile body concrete enters mud
C33: leakage and deviation of reinforcement skeleton