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珠江三角洲下横沥水道过江隧道回填方案试验研究

Study on Backfilling Scheme of Cross-river Tunnel at Xiahengli Waterway on the Pearl River Delta

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应用物理模型试验,对下横沥水道过江沉管隧道不同形式的回填方案进行对比分析.结果表明,对于工程河段,采用40 mm粒径的材料回填时,可满足工程稳定要求.仅回填隧道及两翼核心部分且加强护脚,隧道工程区域不会出现明显冲刷,影响工程安全,即不需要实施完全回填也可达到抗冲刷、维持隧道上方河床稳定的作用.
This paper compared and analyzed different tunnel-backfilling schemes by conducting physical model tests,taking the cross-river immersed-tube tunnel at Xiahengli waterway as an example.The results showed that using backfilling materials with particle size of 40mm can effectively keep the tunnel safe and stable.When only backfilling the tunnel area and the core parts of both wings with toe strengthening,there would be no significant erosion at the tunnel area which would affect the safety of the tunnel.Therefore,it can be concluded that it is not necessary to conduct complete backfilling for achieve the effect of erosion-resistance and maintaining the stability of the riverbed above the tunnel.

cross-river tunnelphysical model testtunnel backfilling

肖宁、区锦堂

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广州市南沙新区明珠湾开发建设管理局,广州 511457

广东省水利水电科学研究院,广州 510635

广东省水动力学应用研究重点实验室,广州 510635

河口水利技术国家地方联合工程实验室,广州 510635

广东省水安全科技协同创新中心,广州 510635

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过江隧道 物理模型试验 隧道回填

2025

广东水利水电
广东省水利水电科学研究院

广东水利水电

影响因子:0.309
ISSN:1008-0112
年,卷(期):2025.(1)