淤泥软土地区高桩码头岸坡加固技术对比分析

Comparative Analysis of Reinforcement Techniques for Bank Slope of High-piled Wharf in Silt Soft Soil Area

岸坡设计是高桩码头结构设计中的重要一环,开挖后岸坡结构的稳定直接影响到码头结构的稳定和安全。对于淤泥软土地区的高桩码头岸坡需采取必要的加固措施。本文依托天津地区某高桩码头工程,对码头岸坡不同加固技术进行深入研究和对比分析,最终采用了打设钢管排桩的岸坡加固方案,可为同类建设工程提供借鉴。

The design of bank slope is an important part of the structural design of high-piled wharf,and the stability of the bank slope structure after excavation directly affects the stability and safety of the wharf structure.Necessary reinforcement measures need to be taken for the bank slope of high-piled wharf in silt soft soil area.Based on a high-piled wharf project in Tianjin,an in-depth research and comparative analysis is carried out on different reinforcement techniques for wharf slope in this article.Finally,the reinforcement plan for bank slope using steel pipe row piles is adopted,which can provide reference for similar projects.