Stability Analysis of Aquatic-Sand Pile Composite Foundation Reinforcing for New Shore-Connecting Structure |
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| Authors: | Ning Zhuang Haodong Sun Junhua Fang |
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| Institution: | 1. College of Harbor, Coastal, and Offshore Engineering, Hohai University, Nanjing, China;2. CCCC Third Harbor Consultants Co., Ltd., Shanghai, China |
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| Abstract: | The Yangshan deepwater port is the only container port built in the islands off the mainland of China. Batter piles with a sheet-pile-supported platform bulkhead structure were first used as a new shore-connecting structure to connect the front main wharf structure and the back land. Large-diameter sand columns were also used to reinforce the soft foundation of the shore-connecting structure in the deep water of the open sea. A 3D nonlinear FEM model based on real geological conditions was built to optimize the large-diameter sand columns’ reinforcing scheme and investigate shore-connecting structures’ mechanical properties under different construction conditions. The replacement ratio of 30%, the bottom elevation of the fourth soil layer, and the soft soil just below and directly adjacent to the shore-connecting structure were determined as optimal replacement ratio, reinforcing depths, and reinforcing area of the large-diameter sand columns reinforcement by assessing the force and deformation of the shore-connecting structure. By numerical computing, the maximum displacement of the supported platform was 11.03 cm, which was close to the measured value; and the piles’ maximum stress, displacement and moments were all smaller than the design strength. These indicated that the shore-connecting structure could remain stable by an optimal sand columns reinforcing scheme. |
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| Keywords: | deepwater port large-diameter sand columns optimal reinforcing scheme shore-connecting structure |
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