Abstract
Laterally loaded piles may entail large deformation under some circumstances such as ship impact, earthquake and long-term horizontal thrust of arch bridges, etc. The arch bridges are especially sensitive to horizontal displacement of foundation. Lateral load test was performed on a full scale pile in virgin soil and pile with post-grouted soil around pile. Further numerical simulation analysis was carried out by PLAXIS3D based on field test result. The analytical and measured results are found to be in fairly satisfactory agreement. According to test results of single pile, lateral response of piles largely depends on profile of limiting force in shallow soil. Horizontal bearing capacity of bored piles is improved via grouting technique. For pile with post-grouted soil around, horizontal displacement of pile top is significantly reduced. The maximum bending moments of pile with grouting decreases dramatically. The grouted upper soil expands range of effective soil around pile, more horizontal thrust was shared.
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References
Guo, W.D.: On limiting force profile, critical depth, and lateral pile response. Computes and Geotechnics, under review (2004)
Poulos, H.G.: Behavior of laterally loaded piles II. Pile groups. J. Soil Mech. Found. Div (1971)
Randolph, M.F., Jewell, R.J., Poulos, H.G.: Evaluation of pile lateral load performance. In: Jewell and Andrews (eds.) Proceedings of Engineering for Calcareous Sediments, Balkema, Rotterdam, pp. 639–645 (1988)
Randolph, M.F., Houlsby, G.T.: The limiting pressure on a circular pile loaded laterally in cohesive soil. Geotechnique 34(4), 613–623 (1984)
Zheng, W.: Horizontal static load test research for pile lateral friction and tip resistance of grouting technique. Chinese J. Rock Mech. Eng. (2015)
Ashour, M., Norris, G., Pilling, P.: Lateral loading of a pile in layered soil using the strain wedge model. J. Geotech. Geoenvironmental Eng. 124(4), 303–315 (1998)
Ardalan, H., Ashour, M.: Application of the strain wedge model in soil-pile interaction analysis of pile-stabilized slopes. In: Geo-Congress 2013: Stability and Performance of Slopes and Embankments III, ASCE, pp. 1944–1955 (2013)
Acknowledgments
The research work presented in this paper is supported by the National Basic Research Program of China (973 Program, Grant 2013CB036304) and the National Natural Science Foundation of China (NSFC) (Grant 51478109), for which the authors are grateful.
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Yu, G., Gong, W., Dai, G., Chen, M. (2018). Laterally Loaded Test for Pile with Upper Soil Grouted. In: Abdoun, T., Elfass, S. (eds) Soil Dynamics and Soil-Structure Interaction for Resilient Infrastructure. GeoMEast 2017. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-319-63543-9_11
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DOI: https://doi.org/10.1007/978-3-319-63543-9_11
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