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.
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References
W. C. Grantz, "Immersed tunnel settlements - Parts 2: Case histories," Tunn. Undergr. Sp. Technol., 16, 203-210 (2001).
R. Nestor, "Walter Grantz. Catalogue of immersed tunnels," Tunn. Undergr. Sp. Technol., 12, 163-316 (1997).
J. Sun, "Discussion on some key technical issues for design and construction of undersea tunnels," Chin. J. Rock Mech. Eng. [in Chinese], 25, 1513-1521 (2006).
Tongeren and I. H. Van, "The foundation of immersed tunnels," Delta Tunnelling Symposium, Amsterdam, Netherlands, 48-57 (1978).
T. R. Kuesel, "Alternative concepts for undersea tunnels," Tunn. Undergr. Sp. Technol., 1, 283-287 (1986).
A. Glerum, "Developments in immersed tunnelling in Holland," Tunn. Undergr. Sp. Technol., 10, 455-462 (1995).
A. Y. Zheng, Z. S. Tan, and Z. G. Li, "Simulation experiment of pumped sand on immersed tunnel," Eng. Sci. [in Chinese], 11, 81-85(2009).
W. Li, Y. G. Fang, H. H. Mo, R. G. Gu, J. S. Chen, Y. Z. Wang, and D. L. Feng, "Model test of immersed tube tunnel foundation treated by sand-flow method," Tunn. Undergr. Sp. Technol., 40, 102-108 (2014).
Y. G. Fang, W. Li, H. H. Mo, et al. "Experiment and analysis of law of sand deposit expansion in foundation of immersed tube tunnel treated by sand-flow method," Chin. J. Rock Mech. Eng., 31, 206-216 (2012).
Guangzhou Municipal Engineering Design and Research Institute, "Maunsell Consultants Asia Limited. Construction documents design of Guangzhou Zhoutouzui tunnel," Guangzhou Municipal Engineering Design and Research Institute, Maunsell Consultants Asia Limited (2008).
V. Yakhot and A. S. Orszag, "Development of turbulent models for shear flows by a double expansion technique," Phys. Fluid A, 4, 15-19 (1992).
V. Yakhot and A. S. Orszag, "Renormalization group analysis of turbulence 1. Basic theory," J. Sci. Comput., 4, 3-5 (1986).
N. Chien and Z. Wan, "Mechanics of sediment transport," ASCE, Reston, Virginia (1999).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, p. 15, September-October, 2017.
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Li, Yd., Cui, J., Mo, Hh. et al. Sand Deposit Arrangement and Construction Optimization for Large-section Immersed Tube Tunnel Foundations via the Sand Flow Method. Soil Mech Found Eng 54, 324–329 (2017). https://doi.org/10.1007/s11204-017-9476-y
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DOI: https://doi.org/10.1007/s11204-017-9476-y