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http://dx.doi.org/10.12989/acc.2020.10.1.049

Quasi-static test of the precast-concrete pile foundation for railway bridge construction  

Zhang, Xiyin (School of Civil Engineering, Lanzhou Jiaotong University)
Chen, Xingchong (School of Civil Engineering, Lanzhou Jiaotong University)
Wang, Yi (School of Civil Engineering, Lanzhou Jiaotong University)
Ding, Mingbo (School of Civil Engineering, Lanzhou Jiaotong University)
Lu, Jinhua (School of Civil Engineering, Lanzhou Jiaotong University)
Ma, Huajun (School of Civil Engineering, Lanzhou Jiaotong University)
Publication Information
Advances in concrete construction / v.10, no.1, 2020 , pp. 49-59 More about this Journal
Abstract
Precast concrete elements in accelerated bridge construction (ABC) extends from superstructure to substructure, precast pile foundation has proven a benefit for regions with fragile ecological environment and adverse geological condition. There is still a lack of knowledge of the seismic behavior and performance of the precast pile foundation. In this study, a 1/8 scaled model of precast pile foundation with elevated cap is fabricated for quasi-static test. The failure mechanism and responses of the precast pile-soil interaction system are analyzed. It is shown that damage occurs primarily in precast pile-soil interaction system and the bridge pier keeps elastic state because of its relatively large cross-section designed for railways. The vulnerable part of the precast pile with elevated cap is located at the embedded section, but no plastic hinge forms along the pile depth under cyclic loading. Hysteretic curves show no significant strength degradation but obvious stiffness degradation throughout the loading process. The energy dissipation capacity of the precast pile-soil interaction system is discussed by using index of the equivalent viscous damping ratio. It can be found that the energy dissipation capacity decreases with the increase of loading displacement due to the unyielding pile reinforcements and potential pile uplift. It is expected to promote the use of precast pile foundation in accelerated bridge construction (ABC) of railways designed in seismic regions.
Keywords
railway bridge construction; precast concrete pile foundation; elevated pile cap; quasi-static test; seismic performance;
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Times Cited By KSCI : 11  (Citation Analysis)
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1 Qin, Y. and Zheng, B. (2010), "The Qinghai-Tibet Railway: A landmark project and its subsequent environmental challenges", Environ. Develop. Sustain., 12(5), 859-873. https://doi.org/10.1007/s10668-009-9228-x.   DOI
2 Schmeisser, A.B. and Benzoni, G. (2008), "Rational seismic design of precast prestressed piles", PCI J., 53(5), 40-53. https://doi.org/10.15554/pcij.09012008.40.53.   DOI
3 Shang, Y., Niu, F., Wu, X. and Liu, M. (2018), "A novel refrigerant system to reduce refreezing time of cast-in-place pile foundation in permafrost regions", Appl. Therm. Eng., 128, 1151-1158. https://doi.org/10.1016/j.applthermaleng.2017.09.079.   DOI
4 Shim, C., Dong Lee, C. and Ji, S.W. (2018), "Crack control of precast deck loop joint using high strength concrete", Adv. Concrete Constr., 6(5), 527-543. https://doi.org/10.12989/acc.2018.6.5.527.   DOI
5 Sonin, A.A. (2004), "A generalization of the Π-theorem and dimensional analysis", Proc. Nat. Acad. Sci. US Am., 101(23), 8525-8526. https://doi.org/10.1073/pnas.0402931101.   DOI
6 Thusoo, S., Kono, S., Hamada, J. and Asai, Y. (2020), "Performance of precast hollow steel-encased high-strength concrete piles", Eng. Struct., 204, 109995. https://doi.org/10.1016/j.engstruct.2019.109995.   DOI
7 Titchenda Chan, K.R.M. and Zachary, B.H. (2020), "Precast seismic bridge column connection using ultra- high-performance concrete lap splice", ACI Struct. J., 117(1), 217-229. https://doi.org/10.14359/51718021.
8 Tong, T., Zhuo, W., Jiang, X., Lei, H. and Liu, Z. (2019), "Research on seismic resilience of prestressed precast segmental bridge piers reinforced with high-strength bars through experimental testing and numerical modelling", Eng. Struct., 197, 109335. https://doi.org/10.1016/j.engstruct.2019.109335.   DOI
9 Wang, J.C., Ou, Y.C., Chang, K.C. and Lee, G.C. (2008), "Large-scale seismic tests of tall concrete bridge columns with precast segmental construction", Earthq. Eng. Struct. Dyn., 37(12), 1449-1465. https://doi.org/10.1002/eqe.824.   DOI
10 Wang, X., Ye, A., He, Z. and Shang, Y. (2016), "Quasi-static cyclic testing of elevated RC pile-cap foundation for bridge structures", J. Bridge Eng., 21(2), 04015042. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000797.   DOI
11 Wang, Z., Ge, J. and Wei, H. (2014), "Seismic performance of precast hollow bridge piers with different construction details", Front. Struct. Civil Eng., 8(4), 399-413. https://doi.org/10.1007/s11709-014-0273-7.   DOI
12 Xiao, Y., Guo, Y.R., Zhu, P.S., Kunnath, S. and Martin, G.R. (2012), "Networked pseudodynamic testing of bridge pier and precast pile foundation", Eng. Struct., 38, 32-41. https://doi.org/10.1016/j.engstruct.2011.12.020.   DOI
13 Xiao, Y., Wu, H., Yaprak, T.T., Martin, G.R. and Mander, J.B. (2006), "Experimental studies on seismic behavior of steel pile-to-pile-cap connections", J. Bridge Eng., 11(2), 151-159. https://doi.org/10.1061/(ASCE)1084-0702(2006)11:2(151).   DOI
14 Xie, D. (2011), Soil Dynamics, Higher Education Press, Beijing, China.
15 Xue, J., Zhao, X., Ke, X., Zhang, F. and Ma, L. (2019), "Numerical analysis of the seismic performance of RHC-PVCT short columns", Adv. Concrete Constr., 8(4), 295-304. https://doi.org/10.12989/acc.2019.8.4.257.   DOI
16 Bu, Z., Ding, Y., Chen, J. and Li, Y. (2012), "Investigation of the seismic performance of precast segmental tall bridge columns", Struct. Eng. Mech., 43(3), 287-309. https://doi.org/10.12989/sem.2012.43.3.287.   DOI
17 You, Y., Wang, J., Wu, Q., Yu, Q., Pan, X., Wang, X. and Guo, L. (2017), "Causes of pile foundation failure in permafrost regions: The case study of a dry bridge of the Qinghai-Tibet Railway", Eng. Geol., 230, 95-103. https://doi.org/10.1016/j.enggeo.2017.10.004.   DOI
18 Zhang, X., Zhang, M., Chen, X., Li, S. and Niu, F. (2017), "Effect of thermal regime on the seismic response of a dry bridge in a permafrost region along the Qinghai-Tibet Railway", Earthq. Struct., 13(5), 429-442. https://doi.org/10.12989/eas.2017.13.5.429.   DOI
19 Ameli, M.J. and Pantelides, C.P. (2017), "Seismic analysis of precast concrete bridge columns connected with grouted splice sleeve connectors", J. Struct. Eng., 143(2), 04016176. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001678.   DOI
20 Blanco, G., Ye, A., Wang, X. and Goicolea, J.M. (2019), "Parametric pushover analysis on elevated RC pile-cap foundations for bridges in cohesionless soils", J. Bridge Eng., 24(1), 04018104. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001328.   DOI
21 Cansiz, S., Aydemir, C. and Arslan, G. (2019), "Comparison of displacement capacity of reinforced concrete columns with seismic codes", Adv. Concrete Constr., 5(4), 407-422. https://doi.org/10.12989/acc.2019.8.4.295.   DOI
22 Chen, X., Ding, M., Zhang, X., Liu, Z. and Ma, H. (2018), "Experimental investigation on seismic retrofit of gravity railway bridge pier with CFRP and steel materials", Constr. Build. Mater., 182, 371-384. https://doi.org/10.1016/j.conbuildmat.2018.06.102.   DOI
23 Chen, X., Zhang, X., Zhang, Y., Ding, M. and Wang, Y. (2020), "Hysteretic behaviors of pile foundation for railway bridges in loess", Geomech. Eng., 20(4), 323-331. https://doi.org/10.12989/gae.2020.20.4.323.   DOI
24 Fam, A., Pando, M., Filz, G. and Rizkalla, S. (2003), "Precast piles for Route 40 bridge in Virginia using concrete filled FRP tubes", PCI J., 48(3), 32-45.
25 Cheng, Z. and Sritharan, S. (2019), "Side shear strength of preformed socket connections suitable for vertical precast members", J. Bridge Eng., 24(5), 04019025. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001391.   DOI
26 Do, T.A., Chen, H.L., Leon, G. and Nguyen, T.H. (2019), "A combined finite difference and finite element model for temperature and stress predictions of cast-in-place cap beam on precast columns", Constr. Build. Mater., 217, 172-184. https://doi.org/10.1016/j.conbuildmat.2019.05.019.   DOI
27 Dziadziuszko, P. and Sobala, D. (2018), "Precast concrete piles in Europe-AARSLEFF's experience", Proceedings of China-Europe Conference on Geotechnical Engineering, Eds. Wu, W., and Yu, H.S., Springer International Publishing, Cham.
28 Gao, Q., Wen, Z., Ming, F., Liu, J., Zhang, M. and Wei, Y. (2019), "Applicability evaluation of cast-in-place bored pile in permafrost regions based on a temperature-tracking concrete hydration model", Appl. Therm. Eng., 149, 484-491. https://doi.org/10.1016/j.applthermaleng.2018.12.097.   DOI
29 Gould, E. (2019), "An investigation of the structural capacity of the Alabama Department of Transportation's standard prestressed precast concrete piles", University of Alabama Libraries.
30 Hallmark, R., White, H. and Collin, P. (2012), "Prefabricated bridge construction across Europe and America", Pract. Period. Struct. Des. Constr., 17(3), 82-92. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000116.   DOI
31 Han, Q., Du, X., Zhou, Y. and Lee, G.C. (2013), "Experimental study of hollow rectangular bridge column performance under vertical and cyclically bilateral loads", Earthq. Eng. Eng. Vib., 12(3), 433-445. https://doi.org/10.1007/s11803-013-0184-y.   DOI
32 Lu, J., Chen, X., Ding, M., Zhang, X., Liu, Z. and Yuan, H. (2019), "Experimental and numerical investigation of the seismic performance of railway piers with increasing longitudinal steel in plastic hinge area", Earthq. Struct., 17(6), 545-556. https://doi.org/10.12989/eas.2019.17.6.545.   DOI
33 Kong, B., Cai, C.S. and Zhang, Y. (2016), "Parametric study of an integral abutment bridge supported by prestressed precast concrete piles", Eng. Struct., 120, 37-48. https://doi.org/10.1016/j.engstruct.2016.04.034.   DOI
34 Liu, T., Wang, X. and Ye, A. (2019a), "Experimental study on seismic behavior of scoured pile-group foundations considering pile uplift", Proceedings of Structures Congress, 221-230.
35 Liu, W., Chen, L., Yu, W., Lu, Y., Yu, F. and Hu, D. (2019b), "Experimental study on thermal performance of quicklime (CaO) energy pile aimed to thaw the warm permafrost ground", Appl. Therm. Eng., 156, 189-195. https://doi.org/10.1016/j.applthermaleng.2019.04.056.   DOI
36 Mashal, M. and Palermo, A. (2019), "Emulative seismic resistant technology for accelerated bridge construction", Soil Dyn. Earthq. Eng., 124, 197-211. https://doi.org/10.1016/j.soildyn.2018.12.016.   DOI
37 Ou, Y.C., Tsai, M.S., Chang, K.C. and Lee, G.C. (2010a), "Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars", Earthq. Eng. Struct. Dyn., 39(11), 1181-1198. https://doi.org/10.1002/eqe.986.   DOI
38 Ou, Y.C., Wang, P.H., Tsai, M.S., Chang, K.C. and Lee, G.C. (2010b), "Large-scale experimental study of precast segmental unbonded posttensioned concrete bridge columns for seismic regions", J. Struct. Eng., 136(3), 255-264. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000110.   DOI
39 Hummadi, O.A. and Hasan, A.M.H.M. (2019), "Effect of embedded length on laterally loaded capacity of pile foundation", Am. Scientif. Res. J. Eng., Technol. Sci., 56(1), 182-192.