Incorporating with the construction need of a deep water berth of 100 000 DWT,a study for the proposed covered sheet-piled structure is conducted by means of centrifuge model test to investigate the distribution of bending moment of the front sheet-piled wall,covered s.
通过对有无遮帘桩、有无码头面荷载、前板桩墙不同嵌入比以及前板桩墙与遮帘桩的距离等进行一系列试验,得出的试验成果表明,这种遮帘式板桩码头新结构解决了深水板桩码头前板桩墙弯矩急剧增大的问题,同时有效地减小码头前沿水平位移和拉杆拉力,实现了传统板桩结构向深水泊位发展的历史性突破。
Front- sheet pile and offside-high pile retaining system as a new structure has been applied effectively in the port and waterway engineering.
前板桩后高桩支护结构是港口、航道软土地基支护工程中新的结构型式，在已有的工程应用中取得良好的效果，但目前尚缺乏对其受力机理、工作性状和设计计算方法进行系统的研究和总结。
