1. 港珠澳大桥沉管隧道基槽试挖槽及 航道疏浚影响分析.
- Author
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姬海 and 张志刚
- Subjects
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UNDERWATER tunnels , *SLOPES (Soil mechanics) , *SLOPE stability , *NUMERICAL analysis , *TRENCHES , *TUNNELS - Abstract
The value of the slope ratio of the foundation trench for offshore immersed tube tunnels has a significant impact onthe engineering economy and construction risks. Dredging of waterways near the foundation trench may lead to abnormalsiltation of the foundation trench, affecting the stability of the foundation trench slope and thus affecting construction progress.By conducting in -situ trial excavation tests in the tunnel site area and numerical simulation analysis of adjacent waterwaydredging, the stability and siltation of the foundation trench slope were analyzed. This provides technical support for the designand construction of the foundation trench scheme for the Hongkong-Zhuhai-Macao Bridge immersed tube tunnel. The researchresults show that: 1) Observations of the flood season impact cycle shows that the foundation trench slopes with slope ratios of1:5, 1:6, 1:8, and 1:10 have no structural changes, and are overall stable. 2) The bottom area of the trial excavation trenchshows a continuous siltation state, while the outer area of the slope shows an alternating phenomenon of siltation and erosion,but the overall change amplitude is not significant. 3) The closer the waterway dredging is to the position of the foundationtrench, the greater the impact on the siltation of the foundation trench. The location where the foundation trench siltation isthickest appears at the intersection of the foundation trench and the waterway [ABSTRACT FROM AUTHOR]
- Published
- 2024
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