Physics model experimental research on the bearing capability of the middle tower caission foundation of Taizhou Bridge

Ruan Jing1,2、Hu Feng3

Strategic Study of CAE ›› 2012, Vol. 14 ›› Issue (5) : 57-61.

PDF(1010 KB)
PDF(1010 KB)
Strategic Study of CAE ›› 2012, Vol. 14 ›› Issue (5) : 57-61.

Physics model experimental research on the bearing capability of the middle tower caission foundation of Taizhou Bridge

  • Ruan Jing1,2、Hu Feng3

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Abstract

The foundation of the middle pylon of Taizhou Bridge is located above the overlying deposit with the height of 200 m in the water. The round rectangular caisson foundation with the plane dimension of 58 m×44 m and the height of 76 m is employed. To verify the safety and stability of the middle pylon of Taizhou Bridge, a physics model with the scale of 1∶100 to the real structure is built up. The ultimate bearing capacity of the caisson foundation and the influence of sinking depth, soil moisture content, and the side wall friction on the bearing capacity are obtained.

Keywords

bearing capability of caission foundation / Taizhou Bridge / physics model experiment

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Ruan Jing and Hu Feng. Physics model experimental research on the bearing capability of the middle tower caission foundation of Taizhou Bridge. Strategic Study of CAE, 2012, 14(5): 57‒61
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