摘要
根据安哥拉洛比托港扩建项目集装箱码头工程复杂的地质条件,在高桩梁板式结构的基础上提出多种结构优化形式,对结构的优化思路进行对比分析,最终采用新型的前高桩后斜顶密排管桩墙一体化结构,既结合了高桩的透空性和施工便利性,又解决在复杂地质条件下深水码头的改扩建问题。
According to complicated geological conditions of the extension project of Lobito Port container terminal, based on the high piled beam-slab structure, we put forward multiple optimized structure types. Through the comparative analysis of them, we finally adopted the new type slant pile quay wall integrated structure, which combines the permeability of the high pile and the convenient for construction, and has solved the expansion problems of the deep-water wharf on complex geological conditions.
出处
《中国港湾建设》
2017年第8期68-72,共5页
China Harbour Engineering
关键词
复杂地质
改扩建
高桩
斜顶管桩墙
一体化结构
complex geology
expansion
pile wharf
slant pile quay wall
integrated structure
