Sand Deposit Arrangement and Construction Optimization for Large-section Immersed Tube Tunnel Foundations via the Sand Flow Method


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This study analyzes the distribution of the flow field in a foundation trench under different sand deposit arrangements based on the assumption of uniform sand-water mixed flow. Based on the influence of the sand deposit boundaries, this study investigated sand deposit arrangement and construction optimization. Results show the density of the sand deposit in parallel and alternative sand deposit arrangements. Sand deposits should be arranged symmetrically to simplify the sand deposit boundaries during construction to guarantee the overlapping of sand deposits in a large area and to prevent a sharp boundary from being produced. During sand deposit construction, regional linkage with the external water flow and symmetrical construction should be maintained to reduce sharp intersections between haped sand deposits. The sand-filling sequence for a large section of immersed tube tunnel with multirow sand deposits should be middle first, followed by each side.

Sobre autores

Ya-dong Li

School of Civil Engineering, Guangzhou University

Email: smfe@mail.ru
República Popular da China, Guangzhou

Jie Cui

School of Civil Engineering, Guangzhou University

Email: smfe@mail.ru
República Popular da China, Guangzhou

Hai-hong Mo

School of Civil Engineering and Transportation, South China University of Technology

Email: smfe@mail.ru
República Popular da China, Guangzhou

Wei Li

School of Civil Engineering and Transportation, South China University of Technology; Guangzhou Electric Power Design Institute

Email: smfe@mail.ru
República Popular da China, Guangzhou; Guangzhou

Jie Yuan

School of Civil Engineering, Guangzhou University

Email: smfe@mail.ru
República Popular da China, Guangzhou

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