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- W4317531856 abstract "The bridge site is located below the unstable slope. During the construction period, the arch seat construction may cause disturbance to the slope. During the operation period, if the slope collapses, it will affect the bridges and existing provincial roads. This paper uses the compliance risk assessment method to assess the main risks in the construction period and operation period and puts forward control measures and suggestions. Fault tree, index system method, risk matrix method, and other evaluation methods are used to identify and evaluate the safety risk of arch bridge skewback front slope construction. This evaluation method can provide a reference for similar projects. The evaluation conclusion shows that after the slope is completed, it is still necessary to pay attention to the slope stability, and it is recommended to carry out monitoring regularly and strictly to check the slope surface according to the design requirements to prevent the falling of rolling stones. The construction shall be carried out in strict accordance with the reviewed construction scheme." @default.
- W4317531856 created "2023-01-20" @default.
- W4317531856 creator A5001674747 @default.
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- W4317531856 date "2023-01-20" @default.
- W4317531856 modified "2023-09-27" @default.
- W4317531856 title "Safety risk assessment of arch bridge skewback front slope construction based on fault tree and AHP" @default.
- W4317531856 doi "https://doi.org/10.1201/9781003363217-4" @default.
- W4317531856 hasPublicationYear "2023" @default.
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