Ground Response to Multiple Parallel Microtunneling Operations in Cemented Silty Clay and Sand
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 5
Abstract
This paper presents a case history of the successful application of observational method to instruction microtunneling with successive pipe-jacking. The microtunneling project is the construction of four parallel pipes under Guan River in Jiangsu, China. Four parallel tunnels with external diameter of 4,160 mm and horizontally spaced at 4.8 m apart were jacked over 450 m in cemented silty clay and sand by two slurry-balance microtunnel boring machines (MTBM) at a depth of 4.6 m under the river bed. Since the overburden soil is very thin, proper control of tunneling operations was of utmost importance for maintaining the stability of the river bed. In order to optimize the operation parameters prior to construction under the river bed, a field trial was conducted, which included measurement of ground surface settlement, subsurface settlement, and lateral displacement of the subsurface soils, as well as excess pore water pressure and earth pressure. The relationship between ground response and construction operation parameters is summarized. Appropriate operation parameters were applied during tunneling under Guan River. Although tunneling and pipe jacking under the river was successfully carried out, a difficulty was encountered when the MTBM reached the opposite bank and large settlements were observed. This paper discusses the technical issues faced and lessons learnt from interpretation of the monitoring data collected.
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Acknowledgments
The research work described herein was funded by the National Nature Science Foundation of China (NSFC) (Grant No. 41372283) and National Basic Research Program of China (973 Program: 2015CB057806). This financial support is gratefully acknowledged.
References
DeGrande, V., Tantalean, D., and Murphy, M. (2013). “Field performance of 120-inch pressure cast steel pipe sections.” Pipelines, ASCE, Reston, VA, 350–359.
Delisio, A., Zhao, J., and Einstein, H. H. (2013). “Analysis and prediction of TBM performance in blocky rock conditions at the Lötschberg base tunnel.” Tunnelling Underground Space Technol., 33, 131–142.
Han, J., Huang, J., and Parsons, R. L. (2007). “Influence of bedrock inclination on settlements of flexible shallow foundations.” Comput. Geotech., 34(1), 53–56.
Han, J., and Ye, S. L. (2006a). “A field study on behavior of an underpinned foundation by micropiles.” Can. Geotech. J., 43(1), 30–42.
Han, J., and Ye, S. L. (2006b). “A field study on behavior of micropiles under compression or tension.” Can. Geotech. J., 43(1), 19–29.
Hong, Z. S., Bian, X., Cui, Y. J., Gao, Y. F., and Zeng, L. L. (2013). “Effect of initial water content on undrained shear behaviour of reconstituted clays.” Géotechnique, 63(6), 441–450.
Hong, Z. S., Liu, S. Y., Shen, S. L., and Negami, T. (2006). “Comparison in undrained strength between undisturbed and remolded Ariake clays.” J. Geotech. Geoenviron. Eng., 272–275.
Hong, Z. S., Zeng, L. L., Cui, Y. J., Cai, Y. Q., and Lin, C. (2012). “Compression behaviour of natural and reconstituted clays.” Géotechnique, 62(4), 291–301.
Huang, X., Huang, H. W, and Zhang, J. (2012). “Flattening of jointed shield-driven tunnel induced by longitudinal differential settlements.” Tunnelling Underground Space Technol., 31, 20–32.
Liao, S. M., Liu, J. H., Wang, R. L., and Li, Z. M. (2009). “Shield tunneling and environment protection in Shanghai soft ground.” Tunnelling Underground Space Technol., 24(4), 454–465.
Liao, S. M., Peng, F. L., and Shen, S. L. (2008). “Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction.” Tunnelling Underground Space Technol., 23(4), 421–430.
Liu, H. S., Shou, K. J., Hou, P. C., and Tsai, C. F. (2010). “Design and construction of river crossing tunnel beneath Tachia River, Taiwan.” Tunnelling Underground Space Technol., 25(5), 638–650.
Ma, B., and Najafi, M. (2008). “Development and applications of trenchless technology in China.” Tunnelling Underground Space Technol., 23(4), 476–480.
Ma, B., and Zhou, W. (2013). “China’s municipal pipelines: Today and tomorrow.” Pipelines, ASCE, Reston, VA, 10–18.
Ma, L., Shen, S. L., Luo, C. Y., and Xu, Y. S. (2011). “Field evaluation on the strength increase of marine clay under staged construction of embankment.” Mar. Georesour. Geotechnol., 29(4), 317–332.
Ma, L., Xu, Y. S., Shen, S. L., and Sun, W. J. (2013). “Evaluation of the hydraulic conductivity of aquifer with piles.” Hydrogeol. J., 22(2), 371–382.
Mair, R. J., Taylor, R. N., and Bracegirdle, A. (1993). “Subsurface settlement profiles above tunnels in clay.” Geotechnique, 43(2), 315–320.
McGuigan, B. L., and Valsangkar, A. J. (2011). “Field monitoring and analysis of twin 3660 mm inside diameter induced trench culverts installed under 21.7 m of fill.” Can. Geotech. J., 48(5), 781–794.
Ng, C. W. W., and Wong, K. S. (2013). “Investigation of passive failure and deformation mechanisms due to tunnelling in clay.” Can. Geotech. J., 50(4), 359–372.
Peck, R. B. (1969). “Advantage and limitation of the observational method in applied soil mechanics.” Geotechnique, 19(2), 171–187.
Saric-Coric, M., Khayat, K. H., and Tagnit-Hamou, A. (2003). “Performance characteristics of cement grouts made with various combinations of high-range water reducer and cellulose-based viscosity modifier.” Cem. Concr. Res., 33(12), 1999–2008.
Shen, S. L., Du, Y. J., and Luo, C. Y. (2010). “Evaluation of the effect of double-o-tunnel rolling-correction via apply one-side block loading.” Can. Geotech. J., 47(10), 1060–1070.
Shen, S. L., Han, J., and Du, Y. J. (2008). “Deep mixing induced property changes in surrounding sensitive marine clays.” J. Geotech. Geoenviron. Eng., 845–854.
Shen, S. L., Horpibulsuk, S., Liao, S. M., and Peng, F. L. (2009). “Analysis of the behavior of DOT tunnel lining caused by rolling correction operation.” Tunnelling Underground Space Technol., 24(1), 84–90.
Shen, S. L., and Miura, N. (1999). “Soil fracturing the surrounding clay during deep mixing column installation.” Soils Found., 39(5), 13–22.
Shen, S. L., Miura, N., and Koga, H. (2003). “Interaction mechanism between deep mixing column and surrounding clay during installation.” Can. Geotech. J., 40(2), 293–307.
Shen, S. L., Wang, Z. F., Sun, W. J., Wang, L. B., and Horpibulsuk, S. (2013). “A field trial of horizontal jet grouting using the composite-pipe method in the soft deposits of Shanghai.” Tunnelling Underground Space Technol., 35, 142–151.
Shen, S. L., and Xu, Y. S. (2011). “Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai.” Can. Geotech. J., 48(9), 1378–1392.
Shou, K. J., and Chang, F. W. (2006). “Analysis of pipe-soil interaction for a miniature pipe jacking.” J. Mech., 22(03), 213–220.
Shou, K. J., and Liu, Y. C. (2004). “Modeling of soft rock tunneling in western Taiwan.” Tunnelling Underground Space Technol., 19(4–5), 419.
Sofianos, A. I., Loukas, P., and Chantzakos, C. (2004). “Pipe jacking a sewer under Athens.” Tunnelling Underground Space Technol., 19(2), 193–203.
Standing, J., and Selemetas, D. (2013). “Greenfield ground response to EPBM tunnelling in London clay.” Geotechnique, 63(12), 989–1007.
Terzaghi, K., and Peck, R. B. (1948). Soil mechanics in engineering practice, Wiley, New York.
Tóth, Á., Gong, Q., and Zhao, J. (2013). “Case studies of TBM tunnelling performance in rock-soil interface mixed ground.” Tunnelling Underground Space Technol., 38, 140–150.
Vesic, A. S. (1972). “Expansion of cavities in infinite soil mass.” J. Soil Mech. Found. Div., 98(SM3), 265–290.
Wongsaroj, J., et al. (2005). “Effect of driving parameter on ground surface movements: Channel tunnel rail link contract 220.” Geotechnical Aspects of Underground Construction in Soft Ground. Proc., 5th Int. Symp. TC28, CRC Press, Boca Raton, FL, 335–341.
Xu, Y. S., Huang, R. Q., Han, J., and Shen, S. L. (2013a). “Evaluation of allowable withdrawn volume of groundwater based on observed data.” Nat. Hazards, 67(2), 513–522.
Xu, Y. S., Ma, L., Du, Y. J., and Shen, S. L. (2012a). “Analysis on urbanization induced land subsidence in Shanghai.” Nat. Hazards, 63(2), 1255–1267.
Xu, Y. S., Ma, L., Shen, S. L., and Sun, W. J. (2012b). “Evaluation of land subsidence by considering underground structures penetrated into aquifers in Shanghai.” Hydrogeol. J., 20(8), 1623–1634.
Xu, Y. S., Shen, S. L., and Du, Y. J. (2009). “Geological and hydrogeological environment in Shanghai with geohazards to construction and maintenance of infrastructures.” Eng. Geol., 109(3–4), 241–254.
Xu, Y. S., Shen, S. L., Du, Y. J., Chai, J. C., and Horpibulsuk, S. (2013b). “Modelling the cutoff behavior of underground structure in multi-aquifer-aquitard ground water system.” Nat. Hazards, 66(2), 731–748.
Yang, X. L., and Wang, J. M. (2011). “Ground movement prediction for tunnels using simplified procedure.” Tunnelling Underground Space Technol., 26(3), 462–471.
Yin, Z. Y., Chang, C. S., and Hicher, P. Y. (2010). “Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand.” Int. J. Solids Struct., 47(14), 1933–1951.
Yin, Z. Y., Karstunen, M., Chang, C. S., Koskinen, M., and Lojander, M. (2011). “Modeling time-dependent behaviour of soft sensitive clay.” J. Geotech. Geoenviron. Eng., 1103–1113.
Yin, Z. Y., Xu, Q., and Chang, C. S. (2013). “Modeling cyclic behavior of clay by micromechanical approach.” J. Eng. Mech., 1305–1309.
Zhao, J., Gong, Q. M., and Eisensten, Z. (2007). “Tunnelling through a frequently changing and mixed ground: A case history in Singapore.” Tunnelling Underground Space Technol., 22(4), 388–400.
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© 2016 American Society of Civil Engineers.
History
Received: Jun 22, 2014
Accepted: Oct 5, 2015
Published online: Jan 5, 2016
Published in print: May 1, 2016
Discussion open until: Jun 5, 2016
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