Stability Analysis of Aquatic-Sand Pile Composite Foundation Reinforcing for New Shore-Connecting Structure. Issue 2 (17th February 2016)

• Record Type: Journal Article
• Authors: Zhuang, Ning; Sun, Haodong; Fang, Junhua
• Is Part Of: Marine georesources & geotechnology. Volume 34:Issue 2(2016)
• Page Start: 106
• Page End: 115
• Publication Date: 2016-02-17
• Subjects: deepwater port -- large-diameter sand columns -- optimal reinforcing scheme -- shore-connecting structure; Marine mineral resources -- Periodicals; 551.46
• DOI: 10.1080/1064119X.2014.966871
• Languages: English
• ISSNs: 1064-119X

Abstract

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.