Abstract
The process and characteristics of loading on high-speed railway bridge pile foundation were firstly obtained by means of field research and analysis, and the corresponding loading function was presented. One-dimensional consolidation equation of elastic multilayered soils was then established with single drainage or double drainages under multilevel loading. Moreover, the formulas for calculating effective stress and settlement were derived from the Laplace numerical inversion transform. The three-dimensional composite analysis method of bridge pile group was improved, where the actual load conditions of pile foundation could be simulated, and the consolidation characteristics of soil layers beneath pile were also taken into account. Eventually, a corresponding program named LTPGS was developed to improve the calculation efficiency. The comparison between long-term settlement obtained from the proposed method and the in-situ measurements of pile foundation was illustrated, and a close agreement is obtained. The error between computed and measured results is less than 1 mm, and it gradually reduces with time. It is shown that the proposed method can effectively simulate the long-term settlement of pile foundation and program LTPGS can provide a reliable estimation.
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LENG Wu-ming, YANG Qi, NIE Ru-song, YUE Jian. Study of post-construction settlement combination forecast method of high-speed railway bridge pile foundation [J]. Rock and Soil Mechanics, 2011, 32(11): 3341–3348. (in Chinese)
MEYERHOF G G. Bearing capacity and settlement of pile foundations [J]. Journal of Geotechnical Engineering, 1976, 102(3): 195–228.
POULOS H G. Analysis of the settlement of pile groups [J]. Geotechnique, 1968, 18(4): 449–471.
WEI D G, RANDOLPH M F. An efficient approach for settlement prediction of pile groups [J]. Geotechnique, 1999, 49(2): 161–179.
DUNG N T, CHUNG S G, KIM S R. Settlement of piled foundations using equivalent raft approach [J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2010, 163(2): 65–81.
CASTELLI F, MAUGERI M. Simplified nonlinear analysis for settlement prediction of pile groups [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(1): 76–84.
BOURGEOIS E, BUHAN D P, HASSEN G. Settlement analysis of piled-raft foundations by means of a multiphase model accounting for soil-pile interactions [J]. Computers and Geotechnics, 2012, 46: 26–38.
CHO J, LEE J H, JEONG S, LEE J. The settlement behavior of piled raft in clay soils [J]. Ocean Engineering, 2012, 53: 153–163.
YANG Qi, LENG Wu-ming, ZHU Wen-bing. Study on correlation combination forecast of post-construction settlement of high-speed railway bridge pile foundation [C]// CHEN F. Key Technologies of Railway Engineering-High Speed Railway, Heavy Haul Railway and Urban Rail Transit. Beijing: China Railway Publishing House, 2010: 896–903.
HU De-gui, LUO Shu-xue, ZHAO Shan-rui. Calculation method research on the settlement of pile group foundation beyond construction [J]. Journal of Transportation Engineering and Information, 2004, 3(2): 48–52. (in Chinese)
ZENG Qing-you, ZHOU Jian, QU Jun-tong. Method for long-term settlement prediction of pile-foundation in consideration of time effect of stress-strain relationship [J]. Rock and Soil Mechanics, 2005, 26(8): 1283–1287. (in Chinese)
CHENG Ze-hai, LING Dao-sheng, CHEN Yun-min. Time effects on piled raft foundation under vertical loading [J]. China Civil Engineering Journal, 2004, 37(2): 73–77. (in Chinese)
BOOKER J R, POULOS H G. Analysis of creep settlement of pile foundations [J]. Journal of the Geotechnical Engineering Division, 1976, 102(1): 1–14.
BROWN P T, BOOKER J R. Numerical analysis of rafts on visco-elastic media using eigenvector expansions [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1979, 3(1): 63–78.
WEI D G. Visco-elastic load transfer models for axially loaded piles [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2000, 24(2): 135–163.
WU W B, WANG K H, ZHANG Z Q, CHIN J L. A new approach for time effect analysis of settlement for single pile based on virtual soil pile model [J]. Journal of Central South University, 2012, 19: 2656–2662.
SMALL J C, LIU H L S. Time-settlement behavior of piled raft foundations using infinite elements [J]. Computers and Geotechnics, 2008, 35(2): 187–195.
EDIL T, MOCHTAR I. Creep response of model pile in clay [J]. Journal of Geotechnical Engineering, 1988, 114(11): 1245–1260.
BARTOLOMEY A A, OMELCHAK I M, SHARDAKOV I N. Pile settlements in visco-elasto-plastic medium [C]// Proceedings of the 10th European Conference on Soil Mechanics and Foundation Engineering-Deformation of Soils and Displacements of Structures. Florence: Balkema A A, 1991: 659–660.
DANNO K, KIMURA M. Evaluation of long-term displacements of pile foundation using coupled fem and centrifuge model test [J]. Soils and Foundations, 2009, 49(6): 941–958.
CUI C Y, LUAN M T, LI M G. A study on time-effects of piled raft system by using computational methods [C]// ROBERT Y L. Deep Foundations and Geotechnical In Situ Testing — Proceedings of the 2010 Geo-Shanghai International Conference. Shanghai: ASCE, 2010: 42–51.
LENG Wu-ming, WEI Li-min, HE Qun. Study on the reasonable shape and design for high-speed railway bridge pile foundation on the deep and soft ground [R]. Changsha, Changsha Railway University, 1998. (in Chinese)
YANG Qi. Study on deformation behavior test and settlement after acceptance of high-speed railway bridge pile foundation [D]. Changsha: Central South University, 2011. (in Chinese)
MA Lian-cong. Analysis and computing of settlement beyond construction of pile-group foundation of railway bridge [D]. Chengdu: Southwest Jiaotong University, 2006. (in Chinese)
LI Guang-xin. Advanced soil mechanics [M]. Beijing: Tsinghua University Press, 2004. (in Chinese)
STEHFEST H. Remark on Algorithm 368: Numerical inversion of Laplace transforms [J]. Communication of the ACM, 1970, 13(10): 624.
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Foundation item: Project(2012QNZT050) supported by the Special Fund for Basic Scientific Research of Central Colleges, China; Projects(51208518, U1361204, 51208519, 51108464) supported by the National Natural Science Foundation of China; Project supported by the Postdoctoral Foundation of Central South University, China; Projects(2013RS4030, 2012RS4002) sponsored by Hunan Postdoctoral Scientific Program, China
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Yang, Q., Leng, Wm., Zhang, S. et al. Long-term settlement prediction of high-speed railway bridge pile foundation. J. Cent. South Univ. 21, 2415–2424 (2014). https://doi.org/10.1007/s11771-014-2195-x
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DOI: https://doi.org/10.1007/s11771-014-2195-x