Use of Polymer for Rehabilitation of Uneven Settlement in Concrete Roadbed Slabs of Tunnels

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Abstract:

In some tunnels of railway lines located in water-rich region, due to the long-term water leakage and erosion, the foundation of railway lines showed large uneven settlement deformation, so the above concrete roadbed slabs also experienced uneven settlement accordingly. The smoothness of railway tracks diminished, and the speed of passing trains had to be limited to ensure safety. To restore the smoothness of the tracks, a dedicated polymer injection technology for quick uplift rehabilitation of uneven settlement concrete roadbed slabs was studied on site just within the specified daily skylight time (about 3 hours every day) of the railway lines. A hydrophobic polymer with low-viscosity, quick-setting and high-strength properties was used for injecting, filling and uplifting the concrete slabs in water-rich foundations. The high-precision electronic levels were adopted to monitor rising height of the tracks in real time. After rehabilitation, the filling quality of polymer injection under roadbed slabs was examined using Φ50 mm core samples and the strength of hardened polymer was verified by compressive strength test. Results indicated that the polymer could uplift the concrete roadbed slabs effectively and restore the smoothness of railway tracks accurately even in the water-rich environment. The research can provide some valuable references for quick rehabilitation of uneven settlement concrete roadbed slabs in water-rich tunnels.

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468-473

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November 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zheng X. G., Liu J. et al., Preparation of Cement Emulsified Asphalt Mortar for CRTSⅡSlab Ballastless Track, Railway Engineering, (8), 2009, pp.121-124 (in Chinese).

Google Scholar

[2] Jin, S. H., Chen, X. F. et al., Key technologies of CA mortar for slab track, China Railway Science, 27(2), 2006, p.20–24 (in Chinese).

Google Scholar

[3] Zeng, Z., Zheng, X. G. et al., Construction technology of cement-emulsified asphalt mortar used in CRTS II ballastless slab track, Railway Engineering, (9), 2009, p.97–100 (in Chinese).

DOI: 10.1061/9780784412299.0065

Google Scholar

[4] O. Buzzi , S. Fityus, Y. Sasaki et al., Structure and properties of expanding polyurethane foam in the context of foundation remediation in expansive soil, Mechanics of Materials, 40, 2008, pp.1012-1021.

DOI: 10.1016/j.mechmat.2008.07.002

Google Scholar

[5] Seo D, Youn J.R., Numerical analysis on reaction injection molding of polyurethane foam by using a finite volume method, Polymer, 46, 2005, p.6482–6493.

DOI: 10.1016/j.polymer.2005.03.126

Google Scholar

[6] Byung-Sik Chun, Dong-Seong Ryu., A Study on Applications of Polyurethane Injection Material for Ground Improvement, Journal of Civil Engineering, 4(2), 2000, pp.113-118.

DOI: 10.1007/bf02830823

Google Scholar

[7] Aksoy CO., Chemical injection application at tunnel service shaft to prevent ground settlement induced by groundwater drainage: a case study, International Journal of Rock Mechanics and Mining Sciences, 45, 2008, p.376–383.

DOI: 10.1016/j.ijrmms.2007.06.005

Google Scholar

[8] Ahmet Varol, Suleyman Dalgıc., Grouting applications in the Istanbul metro Turkey, Tunneling and Underground Space Technology, 21, 2006, p.602–612.

DOI: 10.1016/j.tust.2005.11.002

Google Scholar