Structural design of sheet pile quay wall affected by trapezoidal-cross-section finite soil body
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    Abstract:

    Under the influence of the slope,the earth resistance in front of the sheet pile quay wall caused by the trapezoidal-cross-section finite soil body is different from that in the half-space situation.Adopting the finite element software PLAXIS,we establish the model to simulate the stress on the sheet pile wharf which is on the steep slope,analyze the difference of internal forces,and summarize the calculation method of the internal force and the structural stability.

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MA Zhi-qiang, DENG Shou-lai. Structural design of sheet pile quay wall affected by trapezoidal-cross-section finite soil body[J]. Port & Waterway Engineering,2016(6):72-75.

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  • Received:
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  • Online: June 16,2016
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