| [1] | LAGASSE P F，CLOPPER P E，ZEVENBERGEN L W，et al. Countermeasures to protect bridge piers from scour: NCHRP Report 593 [R]. Washington，D. C．：National cooperative highway research program，Transportation Research Board of the National Academies，2007. |
| [2] | AVENT R R，ALAWADY M. Bridge scour and substructure deterioration：case study[J]. Journal of Bridge Engineering，2005，10(3)：247-254. |
| [3] | DANIELS J，HUGHES D，RAMEY G E，et al. Effects of bridge pile bent geometry and levels of scour and P loads on bent pushover loads in extreme flood/scour events[J]. Practice Periodical on Structural Design and Construction，2007，12(2)：122-134. |
| [4] | HUGHES D，RAMEY G E，HUGHES M L. Bridge pile bent number of piles and X-bracing system: impact on pushover capacity as scour increases[J]. Practice Periodical on Structural Design and Construction，2007，12(2)：82-95. |
| [5] | HUGHES D，RAMEY G E，HUGHES M L. Effects of extreme scour and soil subgrade modulus on bridge pile bent buckling[J]. Practice Periodical on Structural Design and Construction，2007，12(2)：96-108. |
| [6] | LIN C，BENNETT C，HAN J，et al. Scour effects on the response of laterally loaded piles considering stress history of sand[J]. Computers and Geotechnics，2010，37(7/8)：1008-1014. |
| [7] | LIN C，BENNETT C，HAN J，et al. Integrated analysis of the performance of pile-supported bridges under scoured conditions[J]. Engineering Structures，2012(36)：27-38. |
| [8] | LIN C. Evaluation of lateral behavior of pile-supported bridges under scour conditions [D]. Lawrence, KS: The University of Kansas，2012. |
| [9] | RICHARDSON E V，DAVIS S R. Evaluating scour at bridges [M]. 4th ed. Washington, D. C．：Federal Highway Administration，2001. |
| [10] | LI Y，CHEN X，FAN S，et al. Is scour important for pile foundation design in deepwater？[C]∥Proceedings of the 2009 Offshore Technology Conference，Houston，TX，2009. |
| [11] | ACHMUS M，KUO Y S，ABDEL-RAHMAN K. Numerical investigation of scour effect on lateral resistance of wind farm monopiles [C]∥International Society of Offshore and Polar Engineers (ISOPE). Proceedings of the 20th International Offshore and Polar Engineering Conference，ISOPE-2010，Mountain View，CA.[S.l.：s.n.]，2010：619-623. |
| [12] | LI F，HAN J，LIN C. Effect of scour on the behavior of laterally loaded single piles in marine clay[J]. Journal of Marine Georesoureces and Geotechnology，2013，31(2)：271-289. |
| [13] | ZHANG L M，MCVAY M C，LAI P. Numerical analysis of laterally loaded 3× 3 to 7× 3 pile groups in sands[J]. Journal of Geotechnical and Geoenvironmental Engineering，1999，125(11)：936-946. |
| [14] | GABR M A，BORDEN R H，CHO K H，et al. p-y curves for laterally loaded drilled shafts embedded in weathered rock [D]. Raleigh：North Carolina State University，2002. |
| [15] | YANG K，LIANG R Y. Methods for deriving p-y curves from instrumented lateral load tests[J]. Geotechnical Testing Journal, ASTM，2007，30(1)：31-38. |
| [16] | GERBER T，ROLLINS K. Cyclic p-y curves for a pile in cohesive soil [C]∥ ZENG D，MANZARI M T，HILTUNEN D R，ed. Geotechnical Earthquake Engineering and Soil Dynamics IV.Reston, VA：ASCE，2008：1-10. |
| [17] | PARSONS R L，PIERSON M C，WILLEMS I，et al. Lateral capacity of short rock sockets in weak rock: Transportation Research Record 2212 [R]. Washington, D．C.: Transportation Research Board，2011：34-41. |
| [18] | REESE L C，COX W R，KOOP F D. Analysis of laterally loaded piles in sand [C]∥American Institute of Mining, Metallurgical, and Petroleum Engineering.Proceedings of the VI Annual Offshore Technology Conference，Houston，1974：473-485. |
| [19] | JANBU N. Soil compressibility as determined by oedometer and triaxial tests [C]∥ German Geotechnical Society. Proc., European Conf. on Soil Mechanics and Foundation Engineering 1963, Wiesbaden, Essen, Germany, 1964：19-25. |
| [20] | MITCHELL J K, GARDNER W S. Analysis of load-bearing fills over soft subsoils[J]. J. Soil Mech. and Found. Div., 1971, 97(11), 1549-1571. |