Technical Papers
Aug 16, 2017

Differential Settlements of Embankment Treated by Cement Fly-Ash Gravel Pile and Sheet Pile in Freeway Extension Constructions

Publication: International Journal of Geomechanics
Volume 17, Issue 11

Abstract

The differential settlement between the newly built embankment and the old one is becoming a serious problem in the extension construction of roadways in some areas. To solve this problem, cement fly-ash gravel (CFG) piles are used to control settlements because of their simple construction. Sheet piles, which are mainly used in railway subgrade construction, can provide greater load performance and reduce settlement. The main objectives of this study were (1) to compare the settlement-controlling performance of sheet piles and CFG piles and (2) to evaluate the application of sheet piles to highway extension engineering. To compare the treatment effect, a case study was conducted. The settlements occurring at the instrumented locations were periodically monitored through the embedded settlement plates and horizontal inclinometers. The settlements in the construction processes were continuously observed. It was found that the settlement rate in the sheet-pile area lessened after surface construction, and the settlement was much smaller than that in the CFG-pile area, even though the initial settlement in the sheet-pile area was larger than that in the CFG-pile area before surface construction. The results suggest that the sheet pile has a significant effect on total and differential settlement control in extension construction. The insights in differential settlement indicate that the sheet pile could improve the subgrade bearing capacity and strengthen the stability of the embankment. Sheet piles could be one of the favorable ground-improvement methods to treat the settlement in highway extension constructions when the construction time and deformation are strictly restricted.

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Acknowledgments

The authors appreciate the financial support from Hebei Transportation Science and Technology Project (No. Y-2011004).

References

Abdullah, C. H., and Edil, T. B. (2007). “Behaviour of geogrid-reinforced load transfer platforms for embankment on rammed aggregate piers.” Geosynth. Int., 14(3), 141–153.
Almeida, M. S. S., Ehrlich, M., Spotti, A. P., and Marques, M. E. S. (2007). “Embankment supported on piles with biaxial geogrids.” Proc. Inst. Civ. Eng. Geotech. Eng., 160(4), 185–192.
Almeida, M. S. S., and Marques, M. E. S. (2013). Design and performance of embankments on very soft soils, CRC, Boca Raton, FL.
Ariema, F., and Butler, B. E. (1990). “Embankment foundations.” Chapter 6, Guide to earthwork construction, Transportation Research Board, Washington, DC, 59–73.
Bachmann, H., Mohr, W., and Kowalski, M. (2003). “The Rheda 2000 ballastless track system.” Eur. Railway Rev., 1, 44–50.
Bakeer, R. M., Shutt, M. A., Zhong, J., Das, S. C., and Morvant, M. (2005). “Performance of pile-supported bridge approach slabs.” J. Bridge Eng.,.
Baudouin, G., Thorel, L., and Rault, G. (2010). “3D load transfer in pile-supported earth platforms over soft soils: centrifuge modeling.” Proc., 7th Int. Conf. on Physical Modelling in Geotechnics, CRC, Boca Raton, FL, 1303–1308.
Blanc, M., Rault, G., Thorel, L., and Almeida, M. (2013). “Centrifuge investigation of load transfer mechanisms in a granular mattress above a rigid inclusions network.” Geotext. Geomembr., 36, 92–105.
Blanc, M., Thorel, L., Girout, R., and Almeida, M. (2014). “Geosynthetic reinforcement of a granular load transfer platform above rigid inclusions: Comparison between centrifuge testing and analytical modelling.” Geosynth. Int., 21(1), 37–52.
Briançon, L., and Simon, B. (2012). “Performance of pile-supported embankment over soft soil: Full-scale experiment.” J. Geotech. Geoenviron. Eng., 551–561.
Chen, R. P., Xu, Z. Z., Chen, Y. M., Ling, D. S., and Zhu, B. (2010). “Field test on a pile-supported embankment over soft ground.” J. Geotech. Geoenviron. Eng., 777–785.
Chen, Y.-M., Cao, W.-P., and Chen, R.-P. (2008). “An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments.” Geotext. Geomembr., 26(2), 164–174.
Collin, J. G., Watson, C. H., and Han, J. (2005). “Column-supported embankment solves time constraint for new road construction.” Proc., Geo-Frontiers Congress 2005, ASCE, Reston, VA, 1–10.
Eid, H. T. (2013). “Bearing capacity and settlement of skirted shallow foundations on sand.” Int. J. Geomech..
Ellis, E., and Aslam, R. (2009). “Arching in piled embankments: Comparison of centrifuge tests and predictive methods—Part 1 of 2.” Ground Eng., 42(6), 34–38.
Eskişar, T., Otani, J., and Hironaka, J. (2012). “Visualization of soil arching on reinforced embankment with rigid pile foundation using X-ray CT.” Geotext. Geomembr., 32, 44–54.
Farouk, H., and Farouk, M. (2016). “Soil, foundation, and superstructure interaction for plane two-bay frames.” Int. J. Geomech.,
Frühauf, W., Stoberer, H., Scholz, M., and Schmitt, C. (2006). “SSF engineering: Earthwork construction for ballastless track on HSLs.” Railway Tech. Rev., 46(9), 69–76.
Garnier, J., and Pecker, A. (1999). “Use of centrifuge tests for the validation of innovative concepts in foundation engineering.” Proc., 2nd Int. Conf. on Earthquake Geotechnical Engineering, A.A. Balkema, Rotterdam, Netherlands, 433–439.
Habib, H. A. A., Brugman, M. H. A., and Uijting, B. G. J. (2002). “Widening of Road N247 founded on a geogrid reinforced mattress on piles.” Proc., 7th Int. Conf. on Geosynthetics, Swets and Zeitlinger, Lisse, Netherlands, 369–372.
Han, J., Anil, B., and Wang, F. (2011). “DEM analysis of stresses and deformations of geogrid-reinforced embankments over piles.” Int. J. Geomech., 340–350.
Han, J., and Collin, J. G. (2005). “Geosynthetic support system over pile foundations.” Proc., Geo-Frontiers Congress 2005, ASCE, Reston, VA, 130–142.
Han, J., and Gabr, M. A. (2002). “Numerical analysis of geosynthetic-reinforced and pile-supported earth platforms over soft soil.” J. Geotech. Geoenviron. Eng., 44–53.
Jenck, O., Dias, D., and Kastner, R. (2007). “Two-dimensional physical and numerical modeling of a pile-supported earth platform over soft soil.” J. Geotech. Geoenviron. Eng., 295–305.
KuK (Krebs und Kiefer). (2006). New Nuremberg-Ingolstadt high-speed railway line northern section: Slope stabilization at Auer Berg, Hamburg, Germany.
Liu, H. L., Ng, C. W. W., and Fei, K. (2007). “Performance of a geogrid-reinforced and pile-supported highway embankment over soft clay: Case study.” J. Geotech. Geoenviron. Eng., 1483–1493.
Magnan, J. P. (1994). “Methods to reduce the settlement of embankments on soft clay: A review.” Proc., Vertical and Horizontal Deformations of Foundations and Embankments, ASCE, Reston, VA, 77–91.
Naughton, P., Scotto, M., and Kempton, G. (2008). “Piled embankments: Past experience and future perspectives.” Proc., 4th European Geosynthetics Conf., International Geosynthetics Society, Blackburn, U.K.
Okyay, U. S., Dias, D., Thorel, L., and Rault, G. (2014). “Centrifuge modeling of a pile-supported granular earth-platform.” J. Geotech. Geoenviron. Eng., 1–12.
Pekka, T., Anttoni, V., and Mikko, H. (2005). “Real time safety and structural stability monitoring of a reconstructed concrete slab railway embankment on a soft ground after its collapse.” Proc., Keep Concrete Attractive Symp., Budapest Univ. of Technology and Economics, Budapest, Hungary, 1–6.
Pham, H. T. V., Suleiman, M. T., and White, D. J. (2004). “Numerical analysis of geosynthetic-rammed aggregate pier supported embankment.” Proc., Geo-Trans 2004, ASCE, Reston, VA, 657–664.
Quigley, P., O’Malley, J., and Rodgers, M. (2003). “Performance of a trial embankment constructed on soft compressible estuarine deposits at Shannon, Ireland.” Proc., Int. Workshop on Geotechnics of Soft Soils, Verlag Glückauf, Essen, Germany, 619–624.
Raisinghani, D. V., and Viswanadham, B. V. S. (2011). “Centrifuge model study on low permeable slope reinforced by hybrid geosynthetics.” Geotext. Geomembr., 29(6), 567–580.
Raithel, M., Kirchner, A., and Kempfert, H. G. (2008). “German recommendations for reinforced embankments on pile-similar elements.” Geosynth. Civ. Environ. Eng., 697–702.
Rajabian, A., Viswanadham, B. V. S., Ghiassian, H., and Salehzadeh, H. (2012). “Centrifuge model studies on anchored geosynthetic slopes for coastal shore protection.” Geotext. Geomembr., 34, 144–157.
Richards, K. S., and Reddy, K. R. (2005). “Slope failure of embankment dam under extreme flooding conditions: Comparison of limit equilibrium and continuum models.” Proc., Geo-Frontiers Congress 2005, ASCE, Reston, VA, 24–26.
Shen, S.-L., Chai, J.-C., Hong, Z.-S., and Cai, F.-X. (2005). “Analysis of field performance of embankments on soft clay deposit with and without PVD-improvement.” Geotext. Geomembr., 23(6), 463–485.
Stark, T. D., Olson, S. M., and Long, J. H. (1995). “Differential movement at the embankment/structure interface-mitigation and rehabilitation.” Rep. No. IAB-H1 FY 93, Illinois Dept. of Transportation, Springfield, IL.
Su, Q., Bai, H., Liang, L.-B., and Li, X. (2011). “Construction technique of pile-board subgrade crossing over-shallow-embedded metro in deep soft ground.” Appl. Mech. Mater., 71–78, 388–392.
Terzaghi, K. (1936). “The shearing resistance of saturated soils and the angles between the planes of shear.” Proc., 1st Int. Conf. on Soil Mechanics, Graduate School of Engineering, Harvard Univ., Cambridge, MA, 54–56.
Van Eekelen, S. J. M., Bezuijen, A., Lodder, H. J., and van Tol, A. F. (2012). “Model experiments on piled embankments.” Geotext. Geomembr., 32, 69–94.
Vega-Meyer, R., and Shao, Y. (2005). “Geogrid-reinforced and pile-supported roadway embankment.” Proc., Geo-Frontiers Congress 2005, ASCE, Reston, VA.
Wachman, G. S., Biolzi, L., and Labuz, J. F. (2010). “Structural behavior of a pile-supported embankment.” J Geotech. Geoenviron. Eng., 26–34.
Wood, H. J. (2003). “The design and construction of pile-supported embankments for the A63 Selby Bypass.” Proc., BGA Int. Conf. on Foundations: Innovations, Observations, Design and Practice, Institution of Civil Engineers, London, 941–950.
Xing, H., Zhang, Z., Liu, H., and Wei, H. (2014). “Large-scale tests of pile-supported earth platform with and without geogrid.” Geotext. Geomembr., 42(6), 586–598.
Zanziger, H., and Gartung, E. (2002). “Performance of a geogrid reinforced railway embankment on piles.” Proc., 7th Int. Conf. on Geosynthetics, Swets and Zeitlinger, Lisse, Netherlands, 381–386.
Zhang, H.-L. (2010). “Determination of allowable differential settlement between bridge abutment and approach embankment with five-degree-of-freedom vehicle model.” Int. J. Pavement Res. Technol., 3(6), 311–319.
Zhang, H.-L., and Hu, C.-S. (2007). “Determination of allowable differential settlement in bridge approach due to vehicle vibrations.” J. Bridge Eng., 154–163.
Zhu, Y. (2009). Experimental study on final report of embedded continuous sheet pile in subgrade structure, China Railway First Survey and Design Institute Group, Ltd., Xi’an, China (in Chinese).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 17Issue 11November 2017

History

Received: Dec 8, 2016
Accepted: May 10, 2017
Published online: Aug 16, 2017
Published in print: Nov 1, 2017
Discussion open until: Jan 16, 2018

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Authors

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Haibin Li, Ph.D. [email protected]
Associate Professor, College of Architecture and Civil Engineering, Xi’an Univ. of Science and Technology, Xi’an 710054, China; Visiting Scholar, Purdue Univ., West Lafayette, IN 47906. E-mail: [email protected]
Xianglei Zheng, Ph.D. [email protected]
P.E.
Research Assistant, School of Sustainable Engineering and Built Environment, Arizona State Univ., Tempe, AZ, 85281. E-mail: [email protected]
Yanping Sheng, Ph.D. [email protected]
Associate Professor, School of Materials Science and Engineering, Chang’an Univ., Xi’an 710064, China; Visiting Scholar, Purdue Univ., West Lafayette, IN 47906 (corresponding author). E-mail: [email protected]
Shengwang Ke [email protected]
Master’s Degree Candidate, College of Architecture and Civil Engineering, Xi’an Univ. of Science and Technology, Xi’an 710054, China. E-mail: [email protected]

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