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Volume 54 Issue 2
Jun.  2019
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Journal of Southwest Jiaotong University  > 2019  >  54(2): 235-248.
ZHANG Weiyu, LI Kai, YANG Xin. Multi-Objective Optimization for Flywheel Motors Based on Parameter Priority Division[J]. Journal of Southwest Jiaotong University, 2023, 58(4): 922-932. doi: 10.3969/j.issn.0258-2724.20220845
Citation: XIANG Qiqi, LI Yadong, WEI Kai, WANG Shunyi, YAO Changrong. Review of Bridge Foundation Scour[J]. Journal of Southwest Jiaotong University, 2019, 54(2): 235-248. doi: 10.3969/j.issn.0258-2724.20170373
shu

Review of Bridge Foundation Scour

doi: 10.3969/j.issn.0258-2724.20170373
  • Received Date: 09 May 2017
  • Rev Recd Date: 25 Apr 2018
    • Available Online: 10 Oct 2018
  • Publish Date: 01 Apr 2019
    Abstract
  • Scour is one of the key causes of bridge failures. This paper presents a comprehensive review of the current research on scour at bridge foundations from five aspects: mechanism, calculation, modelling, monitoring and countermeasures, load and deformation. Based on the mechanism of scour around bridge foundations, different formulae developed for calculating scour depth are compared and analysed, and the limitations of the existing formulae are summarized. The results of numerical and laboratory models established for the scour studies are presented, along with a summary of the experimental and simulation limits. Moreover, a summary of monitoring methods with their advantages and disadvantages, as well as the countermeasures with their mechanisms and the effects on lateral load and deformation of bridge pillars is given. Finally, the future research trends of bridge foundation scour are presented, which provides some reference for research, design, and construction.

     

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  • DENG L, CAI C S. Applications of fiber optic sensors in civil engineering[J]. Structural Engineering and Mechanics, 2007, 25(5): 577-596. doi: 10.12989/sem.2007.25.5.577
    HUNT E B. Monitoring scour critical bridge[R], Washington D. C.: Transportation Research Board, National Research Council, 2009
    XIONG W, CAI C S, KONG X. Instrumentation design for bridge scour monitoring using fiber bragg grating sensors[J]. Applied Optics, 2012, 51(5): 547-557. doi: 10.1364/AO.51.000547
    LIANG F Y, BENNETT C, PARSONS R, et al. A literature review on behavior of scoured piles under bridges[C]//Proceadings of the 2009 International foundation Congress and Equipment Expo. Orlando: the International Foundation Congress & Equipment Expo, 2009: 482-489
    DENG L, CAI C S. Bridge scour:prediction,modeling,monitoring and countermeasures-review[J]. Practice Periodical on Structural Design and Construction, 2009, 15(2): 125-134.
    詹磊,董耀华,惠晓晓. 桥墩局部冲刷研究综述[J]. 水利电力科技,2007(3): 1-13.
    易仁彦. 桥梁坍塌事故的原因和风险分析[J]. 养护与管理,2016(4): 22-26.
    高冬光, 王亚玲. 桥涵水文[M]. 4版. 北京: 人民交通出版社, 2009
    MELVILLE B W, COLEMAN S E. Bridge scour[M]. Highlands Ranch: Water Resources Publications, 2000
    COLEMAN S E. Clearwater local scour at complex piers[J]. Journal of Hydraulic Engineering, 2005, 131(4): 330-334. doi: 10.1061/(ASCE)0733-9429(2005)131:4(330)
    WANG C, YU X, LIANG F Y. A review of bridge scour:mechanism,estimation,monitoring and countermeasures[J]. Natural Hazaids, 2017, 87(3): 1-26.
    BABU M R, RAO S N, SUNDAR V. Current-induced scour around a vertical pile in cohesive soil[J]. Ocean Engineering, 2003, 30(7): 893-920. doi: 10.1016/S0029-8018(02)00063-X
    WANG C, YU X, LIANG F Y. Erosion mechanism of local scour around cushioned caisson on reinforced ground[J]. Marine Georesources & Geotechnology, 2017, 35(7): 1028-1036.
    MELVILLE B M. Local scour at bridge sites[D]. New Zealand: University of Auckland, 1975
    ETTEMA R. Scour at bridge piers[D]. New Zealand: University of Auckland, 1980
    VEERAPPADEVARU G, RAMASWAMYIYENGER T, JAGADEESH T R. Temporal variation of vortex scour process around caisson piers[J]. Journal of Hydraulic Research, 2012, 50(2): 200-207. doi: 10.1080/00221686.2012.666832
    尹学良. 清水冲刷河床粗化研究[J]. 水利学报,1963(1): 17-27.
    秦荣昱,胡春宏. 河床冲刷粗化研究进展[J]. 泥沙研究,1997(2): 79-82.
    韩其为, 向熙瑰, 王玉成. 床沙粗化[C]//第二次河流泥沙国际学术讨论会论文集. 北京: 水利电力出版社, 1983: 356-367
    BRIAUD J L, TING F C K, CHEN H C, et al. Erosion function apparatus for scour rate predictions[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2001, 127(2): 105-113.
    中华人民共和国行业标准. 铁路工程水文勘测设计规范: TB10017—99[S]. 北京: 中国铁道出版社, 1999
    中华人民共和国行业标准. 公路工程水文勘测设计规范: JTG C30—2002[S]. 北京: 人民交通出版社, 2002
    RICHARDSON E V, DAVIS S R. Evaluating scour at bridges: 4th editon[M]. Washington D. C.: Federal Highway Administration, 2001
    MELVILLE B W, SUTHERLAND A J. Design method for local scour at bridge piers[J]. Journal of Hydraulic Engineering, 1988, 114(10): 1210-1226. doi: 10.1061/(ASCE)0733-9429(1988)114:10(1210)
    MELVILLE B W. Pier and abutment scour:integrated approach[J]. Journal of Hydraulic Engineering, 1997, 123(2): 125-136. doi: 10.1061/(ASCE)0733-9429(1997)123:2(125)
    张佰战,李付军. 桥墩局部冲刷计算研究[J]. 中国铁道科学,2004,25(2): 48-51. doi: 10.3321/j.issn:1001-4632.2004.02.010
    梁利博,杨小亭,张新燕. 圆柱桥墩局部冲刷的试验研究[J]. 中国农村水利水电,2010(1): 104-109.

    LIANG Libo, YANG Xiaoting, ZHANG Xinyan. Experimental research on cylinder pier local scour[J]. China Rural Water and Hydropower, 2010(1): 104-109.
    NEIL C R. River bed scour: a review for bridge engineers[M]. Calgary: [s.n.], 1964: 1-37
    SHEN H W, SCHNEIDER V R, KARAKI S. Local scour around bridge piers[J]. Proc. ASCE, 1969, 95(6): 1919-1940.
    JAIN S C, FISCHER E E. Scour around circular bridge piers at high Froude numbers[R]. Washington D. C.: Federal Highway Administration, 1979
    SHEPPARD D M, MILLER W. Live-bed local pier scour experiments[J]. Journal of Hydraulic Engineering, 2006, 132(7): 635-642. doi: 10.1061/(ASCE)0733-9429(2006)132:7(635)
    QI Meilan, LI Jinzhao, CHEN Qigang. Comparison of existing equations for local scour at bridge piers:parameter influence and validation[J]. Natural Hazards, 2016, 82(3): 2089-2105. doi: 10.1007/s11069-016-2287-z
    SHEPPARD D M, MILLER W. Evaluation of existing equations for local scour at bridge piers[J]. Journal of Hydraulic Engineering, 2014, 140(1): 14-23. doi: 10.1061/(ASCE)HY.1943-7900.0000800
    LIANG Fayun, WANG C, HUANG M, et al. Experimental observations and evaluations of formulae for local scour at pile groups in steady currents[J]. Marine Georesources & Geotechnology, 2017, 35(2): 245-255.
    LEE T L, JENG D S, ZHANG G H, et al. Neural network modeling for estimation of scour depth around bridge piers[J]. Journal of Hydrodynamics, 2007, 19(3): 378-386. doi: 10.1016/S1001-6058(07)60073-0
    CARDOSO A H, BETTESS R. Effect of time and channel geometry on scour at bridge abutments[J]. Journal of Hydraulic Engineering, 1999, 125(4): 388-399. doi: 10.1061/(ASCE)0733-9429(1999)125:4(388)
    OLIVETO G, HAGER W H. Temporal evolution of clear-water pier and abutment scour[J]. Journal of Hydraulic Engineering, 2002, 128(9): 811-820. doi: 10.1061/(ASCE)0733-9429(2002)128:9(811)
    CHANG W Y, LAI J S, YEN C L. Evolution of scour depth at circular bridge piers[J]. Journal of Hydraulic Engineering, 2004, 130(9): 905-913. doi: 10.1061/(ASCE)0733-9429(2004)130:9(905)
    MIA M F, NAGO H. Design method of time-dependent local scour at circular bridge pier[J]. Journal of Hydraulic Engineering, 2003, 129(6): 420-427. doi: 10.1061/(ASCE)0733-9429(2003)129:6(420)
    YANMAZ A M, ALTINBILEK H D. Study of time-dependent local scour around bridge piers[J]. Journal of Hydraulic Engineering, 1991, 117(10): 1247-1268. doi: 10.1061/(ASCE)0733-9429(1991)117:10(1247)
    KOTHYARI U, GARDE R, RANGA R K. Temporal variation of scour around circular bridge piers[J]. Journal of Hydraulic Engineering, 1992, 118(8): 1091-1106. doi: 10.1061/(ASCE)0733-9429(1992)118:8(1091)
    MELVILLE, B W, CHIEW Y M. Time scale for local scour at bridge piers[J]. Journal of Hydraulic Engineering, 1999, 125(1): 59-65. doi: 10.1061/(ASCE)0733-9429(1999)125:1(59)
    李成才. 桥墩局部冲刷试验及计算理论研究[D]. 南京: 河海大学, 2007
    刘谨,刘芳亮,冯良平,等. 某跨海大桥桥墩基础冲刷试验研究[J]. 公路,2012(10): 61-65. doi: 10.3969/j.issn.0451-0712.2012.10.014
    ZHAO Ming, ZHU Xiansong, CHENG Liang, et al. Experimental study of local scour around subsea caissons in steady currents[J]. Coastal Engineering, 2012, 60(1): 30-40.
    ATAIE-ASHTIANI B, BEHESHTI A A. Experimental investigation of clear-water local scour at pile groups[J]. Journal of Hydraulic Engineering, 2006, 132(10): 1100-1104. doi: 10.1061/(ASCE)0733-9429(2006)132:10(1100)
    卢中一, 高正荣, 杨程生. 大型沉井基础施工过程中局部冲刷试验研究[C]//第十四届中国海洋（岸）工程学术讨论会论文集（下册）. 北京: 海洋出版社, 2009, 1139-1146
    张新燕,吕宏兴,沈波. 圆柱桥墩局部冲刷机理试验研究[J]. 水利水运工程学报,2012(2): 34-41. doi: 10.3969/j.issn.1009-640X.2012.02.006

    ZHANG Xinyan, LÜ Hongxing, SHEN Bo. Experimental studies on local scour mechanism of cylinder bridge piers[J]. Hydro-Science and Engineering, 2012(2): 34-41. doi: 10.3969/j.issn.1009-640X.2012.02.006
    梁发云,王琛,黄茂松,等. 沉井基础局部冲刷形态的体型影响效应与动态演化[J]. 中国公路学报,2013,29(9): 779-782.

    LIANG Fayun, WANG Chen, HUANG Maosong, et al. Scale effects on local scour configurations around caisson foundation and dynamic evolution[J]. China Journal of Highway and Transport, 2013, 29(9): 779-782.
    BAKER C J. The position of points of maximum and minimum shear stress upstream of cylinders mounted normal to flat plates[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1985, 18: 263-274. doi: 10.1016/0167-6105(85)90085-6
    SUMER B M, FREDSØE J. The mechanics of scour in the marine environment[M]. Singapore: World Scientific, 2002: 149-228
    ZHAO M, CHENG L. Numerical investigation of local scour below a vibrating pipeline under steady currents[J]. Coastal Engineering, 2010, 57: 397-406. doi: 10.1016/j.coastaleng.2009.11.008
    ZHAO M, CHENG L, ZANG Z. Experimental and numerical investigation of local scour around a submerged vertical circular cylinder in steady currents[J]. Coastal Engineering, 2010, 57: 709-721. doi: 10.1016/j.coastaleng.2010.03.002
    LU J Y, SHI Z Z, HONG J H, et al. Temporal variation of scour depth at non-uniform cylindrical piers[J]. Journal of Hydraulic Engineering, 2011, 137(1): 45-56. doi: 10.1061/(ASCE)HY.1943-7900.0000272
    林海峰,王萍. 泰州大桥夹江桥动床模型试验研究[J]. 中国工程学科,2010,12(4): 86-89.
    ETTEMA R, MELVILLE B W, BARKDOLL B. Scale effect in pier-scour experiments[J]. Journal of Hydraulic Engineering, 1998, 124(6): 639-642. doi: 10.1061/(ASCE)0733-9429(1998)124:6(639)
    ETTEMA R, KIRKIL G, MUSTE M. Similitude of large-scale turbulence in experiments on local scour at cylinders[J]. Journal of Hydraulic Engineering, 2006, 132(1): 33-40. doi: 10.1061/(ASCE)0733-9429(2006)132:1(33)
    LEE S O, STURM T. Scaling issues for laboratory modeling of bridge pier scour[C]//Proceedings of the 4th International Conference on Scour and Erosion. Tokyo: ISSMGE, 2008: 111-115
    HUANG Wenrui, YANG Qiping, XIAO Hong. CFD modeling of scale effects on turbulence flow and scour around bridge piers[J]. Computers & Fluids, 2009, 38(5): 1050-1058.
    韦雁机,叶银灿,吴珂,等. 桩周局部冲刷三维数值模拟[J]. 海洋工程,2009,27(4): 61-66.

    WEI Yanji, YE Yincan, WU Ke, et al. 3D numerical modeling of flow and scour around a circular pile[J]. The Ocean Engineering, 2009, 27(4): 61-66.
    贠鹏. 桥墩局部冲刷的数值模拟研究[D]. 青岛: 中国海洋大学, 2012
    ZHU Zhiwen, LIU Zhenqing. CFD prediction of local scour hole around bridge piers[J]. Journal of Central South University, 2012, 19(1): 273-281. doi: 10.1007/s11771-012-1001-x
    XIONG W, CAI C S, KONG B, et al. CFD simulation and analyses for bridge-scour development using a dynamic-mesh updating technique[J]. Journal of Computing in Civil Engineering, 2016, 30(1): 1-10.
    SAGHRAVANI S F, AZHARI A. Simulation of clear water local scour around a group of bridge piers using an eulerian 3D,two-phase model[J]. Progress in Computational Fluid Dynamics, 2012, 12(5): 333-341. doi: 10.1504/PCFD.2012.049097
    KIM H S, NABI M, KIMURA I, et al. Numerical investigation of local scour at two adjacent cylinders[J]. Advances in Water Resources, 2014, 70: 131-147. doi: 10.1016/j.advwatres.2014.04.018
    BURKOW M, GRIEBEL M. A full three dimensional numerical simulation of the sediment transport and the scouring at a rectangular obstacle[J]. Computers & Fluids, 2015, 125: 1-10.
    OLSEN N R B, MELAEN M C. Three-dimensional calculation of scour around cylinders[J]. Journal of Hydraulic Engineering, 1993, 119(9): 1048-1054. doi: 10.1061/(ASCE)0733-9429(1993)119:9(1048)
    LEO C, VAN R. Application of sediment pick-up function[J]. Journal of Hydraulic Engineering, 1986, 112(9): 867-874. doi: 10.1061/(ASCE)0733-9429(1986)112:9(867)
    LEO C, VAN R, HENK V R, et al. Field verification of 2D and 3D suspended sediment Models[J]. Journal of Hydraulic Engineering, 1990, 116(10): 1270-1288. doi: 10.1061/(ASCE)0733-9429(1990)116:10(1270)
    OLSEN N R B. Three-dimensional CFD modeling of self-forming meandering channel[J]. Journal of Hydraulic Engineering, 2003, 129(5): 366-372. doi: 10.1061/(ASCE)0733-9429(2003)129:5(366)
    YOUNG G K, DOU X, SAFFARINIA K, et al. Testing abutment scour model[C]//Water Resources Engineering Conference. Virginia: ASCE, 1998: 180-185
    KASSEM A, SALAHELDIN T M, IMRAN J, et al. Numerical modeling of scour in cohesive soils around artificial rock island of cooper river bridge[J]. Transportation Research Record:Journal of the Transportation Research Board, 2003, 1851: 45-50. doi: 10.3141/1851-05
    MILLARD S G, BUNGEY J H, THOMAS C, et al. Assessing bridge pier scour by radar[J]. NDT & E International, 1997, 31(4): 251-258.
    PARK I, LEE J, CHO W. Assessment of bridge scour and riverbed variation by a ground penetrating radar[C]//10th International Conference on Ground Penetrating Radar. Delft: IEEE, 2005, 411-414
    FALCO F D, MELE R. The monitoring of bridges for scour by sonar and sediment[J]. NDT &E International, 2002, 35(2): 117-123.
    HUNT B E. Scour monitoring programs for bridge health[C]//Proceedings of 6th International Bridge Engineering Conference. Boston: National Academy of Engineering, 2005, 531-536
    YU X, ZABILANSKY L J. Time domain reflectometry for automatic bridge scour monitoring[J]. Geotechnical Special Publication, 2006, 149: 152-159.
    YU Xinbao, YU Xiong. Algorithm for time domain reflectometry bridge scour measurement system[C]//Proceeding of the 7th International Symposia on Field Measurements in Geomechanics. Boston: ASCE, 2007: 1-10
    LIN Y B, CHANG K C, LAI J S, et al. Application of optical fiber sensors on local scour monitoring[C]//Proceeding of IEEE Sensors. Vienna: IEEE, 2004, 832-835
    LIN Y B, CHEN J C, CHANG K C, et al. Real-time monitoring of local scour by using fiber Bragg grating sensors[J]. Smart Materials & Structures, 2005, 14(4): 664-670.
    LU J Y, HONG J H, SU C C, et al. Field measurements and simulation of bridge scour depth variation during floods[J]. Journal of Hydraulic Engineering, 2008, 134(6): 810-821. doi: 10.1061/(ASCE)0733-9429(2008)134:6(810)
    梁发云,王琛. 桥墩基础局部冲刷防护技术的对比分析[J]. 结构工程师,2014,30(5): 779-782.

    LIANG Fayun, WANG Chen. Review on countermeasures to bridge piers from local scour[J]. Structural Engineers, 2014, 30(5): 779-782.
    LAGASSE P F, CLOPPER P E, ZEVENBERGEN L W, et al. NCHRP report 593: countermeasures to protect bridge piers from scour[R]. Washington D. C.: Transportation Research Board, 2007
    BARKDOLL B D, ETTEMA R, MELVILLE B W. NCHRP report 587: countermeasures to protect bridge abutments from scour[R]. Washington D. C.: Transportation Research Board, 2007
    CHIEW Y M. Scour protection at bridge piers[J]. Journal of Hydraulic Engineering, 1992, 118(9): 1260-1269. doi: 10.1061/(ASCE)0733-9429(1992)118:9(1260)
    ZARRATI A R, GHOLAMI H, MASHAHIR M B. Application of collar to control scouring around rectangular bridge piers[J]. Journal of Hydraulic Research, 2004, 42(1): 97-103. doi: 10.1080/00221686.2004.9641188
    KUMAR V, RANGARAJU K G, VITTAL N. Reduction of local scour around bridge piers using slot and collar[J]. Journal of Hydraulic Engineering, 1999, 125(12): 1302-1305. doi: 10.1061/(ASCE)0733-9429(1999)125:12(1302)
    MELVILLE B W, HADFIELD A C. Use of sacrificial piles as pier scour countermeasures[J]. Journal of Hydraulic Engineering, 1999, 125(11): 1221-1224. doi: 10.1061/(ASCE)0733-9429(1999)125:11(1221)
    HAQUE A, RAHMAN M M, ISLAM G T, et al. Scour mitigation at bridge piers using sacrificial piles[J]. International Journal of Sediment Research,China, 2007, 22(1): 49-59.
    TAFAROJNORUZ A, GAUDIO R. Evaluation of flow-altering countermeasures against bridge pier scour[J]. Journal of Hydraulic Engineering, 2012, 138(3): 297-305. doi: 10.1061/(ASCE)HY.1943-7900.0000512
    WANG C, LIANG F Y, YU X. Experimental and numerical investigation of sacrificial piles to diminish local scour around pile groups[J]. Natural Hazards, 2017, 85: 1417-1435. doi: 10.1007/s11069-016-2634-0
    LAGASSE P F, CLOPPER P E, ZEVENBERGEN L W, et al. NCHRP report 593: countermeasures to protect bridge piers from scour[R]. Washington D. C.: Transportation Research Board, 2007
    LAUCHLAN C S, MELVILLE B W. Riprap protection at bridge piers[J]. Journal of Hydraulic Engineering, 2001, 127(5): 412-418. doi: 10.1061/(ASCE)0733-9429(2001)127:5(412)
    LIM F H, CHIEW Y M. Parametric study of riprap failure around bridge piers[J]. Journal of Hydraulic Research, 2001, 39(1): 61-72. doi: 10.1080/00221680109499803
    PARKER G, TOROESCOBAR C, VOIGT R L. Countermeasures to protect bridge piers from scour[R]. Minnesota: University of Minnesota, 1998
    LAGASSE P F, ZEVENBERGEN L W, SCHALL J D, et al. Bridge scour and stream instability countermeasures[R]. Washington D. C.: FHWA, 2001
    LAGASSE P F. 1998 Scanning review of European practice for bridge scour and stream instability countermeasures[R]. Washington D. C.: Transportation Research Board of the National Academies, 1999
    BEZGIN N O. Finite element modeling of soil structure interaction for drilled shaft foundation[D]. New Brunswick: The State University of New Jersey, 2005
    AVENT R R, ALAWADY M. Bridge scour and substructure deterioration:case study[J]. Journal of Bridge Engineering, 2005, 10(3): 247-254. doi: 10.1061/(ASCE)1084-0702(2005)10:3(247)
    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. doi: 10.1061/(ASCE)1084-0680(2007)12:2(122)
    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. doi: 10.1061/(ASCE)1084-0680(2007)12:2(82)
    LIN C, BENNETT C, HAN J, et al. Scour effects on the response of laterally loaded piles considering stress history of sand[J]. Computers & Geotechnics, 2010, 37(7): 1008-1014.
    LIN C. Evaluation of lateral behavior of pile-supported bridges under scour conditions[D]. Kansas: University of Kansas, 2012
    BROMS B B. Lateral resistance of piles in cohesionless soils[J]. Journal of the Soil Mechanics and Foundations Division, 1964, 90(SM2,Part 1): 27-63.
    BROMS B B. Lateral resistance of piles in cohesionless soils[J]. Journal of the Soil Mechanics and Foundations Division, 1964, 90(SM3,Part 1): 123-156.
    POULOS H G. Behavior of laterally loaded piles:I-single piles[J]. Journal of the Soil Mechanics and Foundations Division, 1971, 97(5): 711-731.
    HETÉNYI M. Beams on elastic foundation; theory with applications in the fields of civil and mechanical engineering[D]. Michigan: The University of Michigan Press, 1964
    REESE L C, VAN IMPE W F, HOLTZ R D. Single piles and pile groups under lateral loading[J]. Applied Mechanics Reviews, 2000, 55(1): 9-10.
    NI S H, HUANG Y H, LO K F. Numerical investigation of the scouring effect on the lateral response of piles in sand[J]. Journal of Performance of Constructed Facilities, 2011, 26(3): 320-325.
    KUO Y S, ACHMUS M, KAO C S. Practical design considerations of monopile foundations with respect to scour[C]//Proceedings of Global Wind Power Conference 2008. Beijing: Global Wind Energy Council, 2008: 29-31
    LI F, HAN J, LIN C. Effect of scour on the behavior of laterally loaded single piles in marine clay[J]. Marine Georesources & Geotechnology, 2013, 31(3): 271-289.
    LIN C, HAN J, BENNETT C, et al. Analysis of laterally loaded piles in sand considering scour hole dimensions[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(6): 04014024. doi: 10.1061/(ASCE)GT.1943-5606.0001111
    REESE L C, COX W R, KOOP F D. Analysis of laterally loaded pile in sand[C]//Proceedings of the 6th Annual Offshore Technology Conference. Houston: OTC, 1974: 95-104
    杨晓峰,张陈蓉,袁聚云. 砂土中考虑冲刷的水平受荷桩等效应变楔方法[J]. 岩土力学,2015,36(10): 2946-2950.

    YANG Xiaofeng, ZHANG Chenrong, YUAN Juyun. Equivalent-strain wedge method for laterally loaded pile in sand considering scouring effect[J]. Rock and Soil Mechanics, 2015, 36(10): 2946-2950.
    ASHOUR M, NORRIS G, PILLING P. Lateral loading of a pile in layered soil using the strain wedge model[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(4): 303-315. doi: 10.1061/(ASCE)1090-0241(1998)124:4(303)
    DIAMANTIDIS D, ARNESEN K. Scour effects in piles structures-a sensitivity analysis[J]. Ocean Engineering, 1986, 13(5): 497-502. doi: 10.1016/0029-8018(86)90035-1
    ACHMUS M, KUO Y S, ABDELRAHMAN, K. Numerical investigation of scour effect on lateral resistance of windfarm monopiles[C]//20th International Offshore and Polar Engineering Conference. Beijing: ISOPE, 2010: 619-623
    MCCONNELL J R, CANN, M. Assessment of bridge strength and stability under scour conditions[C]//Proceedings of ASCE SEI 2010 Structures Congress. Orlando: ASCE, 2010: 121-132
    FOTI S, SABIA D. Influence of foundation scour on the dynamic response of an existing bridge[J]. Journal of Bridge Engineering, 2011, 16(2): 295-304. doi: 10.1061/(ASCE)BE.1943-5592.0000146
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