A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Based on both model test and numerical calculation, the displacement rules of gravity anchorage of suspension bridge are investigated. In the model tests, the constants of geometry and gravity are chosen as 1:100 and 1:1.325 respectively. In the numerical simulation, the Mohr-Coulomb yield criteria assumed for the material of soil, and at the meanwhile, the elastic model for the anchorage and the pit-support. The parameters of materials applied real in the test are adopted in the calculation. The research shows the general rules of displacement of anchorage structure in soil mass under different loading levels. It is implies according to the investigation that the pit support system and soil surrounding anchorage play a significant rule on the stability of bridge anchorage.
Based on both model test and numerical calculation, the displacement rules of gravity anchorage of suspension bridge are investigated. In the model tests, the constants of geometry and gravity are chosen as 1:100 and 1:1.325 respectively. In the numerical simulation, the Mohr-Coulomb yield criteria assumed for the material of soil, and at the meanwhile, the elastic model for the anchorage and the pit-support. The parameters of materials applied real in the test are adopted in the calculation. The research shows the general rules of displacement of anchorage structure in soil mass under different loading levels. It is implies according to the investigation that the pit support system and soil surrounding anchorage play a significant rule on the stability of bridge anchorage.
Research on Displacement of Anchorage of Suspension Bridge
GeoShanghai International Conference 2006 ; 2006 ; Shanghai, China
2006-05-11
Conference paper
Electronic Resource
English
Research on Displacement of Anchorage of Suspension Bridge
| British Library Conference Proceedings | 2006
Bridge abutment type anchorage system and suspension bridge construction method
| European Patent Office | 2024
Suspension bridge tunnel type anchorage and construction method
| European Patent Office | 2024
Suspension bridge tunnel type anchorage and construction method
| European Patent Office | 2024
New "pipe-type" anchorage used for suspension bridge
Engineering Index Backfile | 1969