Construction Structure and Methods at the Intersection of Newly Constructed Dikes and Existing Expressway Subgrade in Flood Detention Areas
By setting up anti-seepage walls and vertical shafts at the intersection of the newly built dike and the existing highway subgrade for horizontal high-pressure grouting, combined with cohesive soil backfilling and anti-seepage covering, the problem of seepage prevention at the intersection of the flood storage and detention area dike and the highway was solved, realizing the closure of the flood control system and the normal operation of the highway.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- CHANGJIANG SURVEY PLANNING DESIGN & RES CO LTD
- Filing Date
- 2026-03-24
- Publication Date
- 2026-06-02
AI Technical Summary
At the intersection of newly constructed dikes and existing highway subgrades in flood storage and detention areas, there is a lack of effective solutions in existing technologies for how to carry out seepage prevention treatment without affecting the normal operation of the highway, meet the closure requirements of the flood control system, and ensure the continuity of flood control traffic on the top of the dike.
The project involves constructing a first anti-seepage wall below the newly built dike and a second anti-seepage wall below the existing highway subgrade. Horizontal high-pressure jet grouting is performed through vertical shafts to form a reinforced anti-seepage wall. Combined with cohesive soil backfilling and anti-seepage covering, the anti-seepage effect is ensured. Flood control roads and connecting roads are set up on the top of the dike to meet traffic needs.
It achieves effective seepage prevention without affecting highway operation, reduces project investment and social impact, maintains the continuity of flood control and traffic, avoids deformation caused by the load of newly built embankments on the highway, and meets the closure requirements of the flood control system.
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Figure CN122128988A_ABST