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- W2012186873 abstract "As an important form of bridge foundation, caisson foundations are usually utilized based on the local geological and hydrological conditions. The static analysis is the main means to testify the reasonableness of the designing shape and size of caisson, but the dynamic analysis is usually ignored. To compare the anti-seismic difference between circular and rectangle caisson foundations, we use the software FLAC3D as the numerical simulation tool. By applying the seismic waves to the grid points at the bottom of the models, the time-history curves of acceleration, velocity, and displacement on the key points are obtained. From the results, we can draw the conclusions that when the cross-sectional area of the rectangular caisson is equal to that of the circular, the stability of the rectangular caisson is better than that of the circular." @default.
- W2012186873 created "2016-06-24" @default.
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- W2012186873 date "2014-09-01" @default.
- W2012186873 modified "2023-09-27" @default.
- W2012186873 title "Numerical Analysis of Anti-Seismic Properties Comparison between Circular and Rectangle Caisson Foundations" @default.
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- W2012186873 doi "https://doi.org/10.4028/www.scientific.net/amr.1030-1032.807" @default.
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