[1]蒋雎耀,温令平,冯学英,等.天津港回淤现状与回淤规律研究[J].水道港口,2000,(01):1-13.
JIANG J Y, WEN Lingping, FENG Xueying, et al. Study on Silting Status and Patterns of Tianjin Port[J]. Journal of Waterway and Harbor, 2000(01): 1-13.(in Chinese)
[2]张金善,刘卫平,戴贤凯.外高桥顺岸桩基码头泥沙回淤及分析[J].水利水运工程学报,2004,(03):53-57.
ZHANG Jinshan, LIU Weiping, DAI Xiankai. Analyses on Sediment Deposition Along Pile Wharf of Waigaoqiao Port[J]. Hydro-Science and Engineering, 2004(03): 53-57.(in Chinese)
[3]SHAHRIAR A R, GABR M A, MONTOYA B M, et al. Framework for a reliability-based analysis of local scour and its effect on pile response in clay[J]. Computers and Geotechnics, 2023,153: 105093
[4]Thomas J E, Margeson G R. Impacts of sediment mounds under pile supported wharf structures[M]//Ports' 01: America's Ports: Gateway to the Global Economy. 2001: 1-11.
[5]李荣庆,侯永为.考虑泥沙淤积影响的高桩码头三维有限元分析[J].水运工程,2016,(10):95-99.
LI Rongqing, HOU Yongwei. Three-dimensional finite element analysis of pile-supported wharf considering sediment deposition[J]. Port ＆ Waterway Engineering, 2016(10): 95-99.(in Chinese)
[6]张栋, 张龙, 刘欣昕等. 后方土体淤积下高桩码头桩基变形规律分析[J]. 水资源与水工程学报, 2022,33(01):159-163+170.
ZHANG Dong, ZHANG Long, LIU Xinxin, et al. Deformation response of a high piled wharf foundation in the process of slope siltation[J]. Journal of Water Resources & Water Engineering, 2022,33(01): 159-163. (in Chinese)
[7]黄兆亮,单成林.高桩码头在淤积作用下的承载力分析[J].低温建筑技术,2016,38(12):120-123.
HUANG Zhaoliang, SHAN Chenglin. An Analysis of Bearing Capacity of High-Piled Wharf Under the Gravity of Siltation[J]. Low Temperature Architecture Technology,2016,38(12):120-123. (in Chinese)
[8]Zeng H, Zhu R, Wang Q, et al. Framework and application of ship berthing methods optimization in high-pile wharf based on surrogate models[J]. Ocean Engineering, 2024, 300: 117420.
[9]Zhang Y, Tian S, Tang L, et al. Experimental and numerical investigation on the response characteristic of the crane-wharf structure in liquefiable site[J]. Ocean Engineering, 2024, 299: 117312.
[10] Yang X, Liu Y, Zhang Y, et al. Probability and convex set hybrid reliability analysis based on active learning Kriging model[J]. Applied Mathematical Modelling, 2015, 39(14): 3954-3971.
[11] Heidary-Torkamani H, Bargi K, Amirabadi R, et al. Fragility estimation and sensitivity analysis of an idealized pile-supported wharf with batter piles[J]. Soil Dynamics and Earthquake Engineering, 2014, 61: 92-106.
[12] THOMOPOULOS C, LAI C G. Preliminary definition of fragility curves for pile-supported wharves[J]. Journal of Earthquake Engineering, 2012,16(sup1): 83-106.
[13] Kahyaoglu M R, Imançli G, Önal O, et al. Numerical analyses of piles subjected to lateral soil movement[J]. KSCE Journal of Civil Engineering, 2012, 16: 562-570.
[14] CALABRESE A, LAI C G. Sensitivity analysis of the seismic response of gravity quay walls to perturbations of input parameters[J]. Soil Dynamics and Earthquake Engineering, 2016,82: 55-62.
[15] Zhao J, Cui C, Zhang P, et al. Parameter sensitivity analysis of the seismic response of a piled wharf structure[J]. Buildings, 2023, 13(2): 349.
[16] GAXIOLA-CAMACHO J R, AZIZSOLTANI H, HALDAR A, et al. Novel concepts for reliability analysis of dynamic structural systems[M]. Elsevier, 2020:305-346.
[17] SOBOL I M. Global sensitivity indices for nonlinear mathematical models and their Monte Carlo estimates[J]. Mathematics and computers in simulation, 2001,55(1-3): 271-280.
[18] CAMPOLONGO F, SALTELLI A, CARIBONI J. From screening to quantitative sensitivity analysis. A unified approach[J]. Computer physics communications, 2011,182(4): 978-988.
[19] Gramacy R B, Taddy M. Categorical inputs, sensitivity analysis, optimization and importance tempering with tgp version 2, an R package for treed Gaussian process models[J]. University of Cambridge Statistical Laboratory Tech. Rep, 2009.
[20] LIM H, JOHNZHAI Z. Comprehensive evaluation of the influence of meta-models on Bayesian calibration[J]. Energy and Buildings, 2017,155: 66-75
[21] 浙江省住房和城乡建设厅. 浙江省建筑基坑工程技术规程标准. DB33/T 1096-2014[S]. 浙江：浙江工商大学出版社，2014.
Department of housing and construction of ZheJiang province. Technical Specification for Building Foundation Excavation Engineering. DB33/T 1096-2014 [S]. ZheJiang: ZHEJIANG GONGSHANG UNIVERSITY PRESS, 2014.(in Chinese)
[22] UFC. UNIFIED FACILITIES CRITERIA (UFC): Soil Mechanics (DM 7.1)[S]. 2022.
[23] CHAI J, JIA R, NIE J, et al. 1D deformation induced permeability and microstructural anisotropy of Ariake clays[J]. Geomechanics & engineering, 2015,8(1): 81-95.
[24]刘家驹,张镜潮. 淤泥质海岸航道、港池淤积计算方法及其推广应用——兼论连云港建西大堤后的泥沙问题[J].水利水运科学研究,1993,(04):301-320.
LIU Jiaju, ZHANG Jingchao. Siltation Prediction for Navigation Channels and Harbour Basins on Muddy Beach[J]. Hydro-Science and Engineering, 1993(04): 301-320.(in Chinese)
[25]黄建维. 海岸与河口黏性泥沙运动规律的研究和应用[M].北京：海洋出版社,2008:89-100.
HUANG Jianwei. Study and Application of the Law of Viscous Sediment Movement in Coastal and Estuarine Areas[M]. BeiJing: CHINA OCEAN PRESS, 2008:89-100.(in Chinese)
[26]杨春松,左书华,谢华亮,等.长江口12.5m深水航道回淤变化及其影响因素[J].水运工程,2022,(12):77-83.
YANG Chunsong, ZUO Shuhua, XIE Hualiang, et al. Siltation Change and Influencing Factors of 12.5m Deep-water Channel of Yangtze Estuary[J]. Port & Waterway Engineering, 2022(12): 77-83.(in Chinese)
[27]杨树森,韩西军,蔡嘉熙.天津港港内减淤工程措施的研究[J].水道港口,2004,(S1):64-69.
YANG Shusen, HAN Xijun, CAI Jiaxi. Study on Measures of Siltation Reduction in Tianjin Port[J]. Journal of Waterway and Harbor, 2004(S1): 64-69.(in Chinese)
[28] 袁文昊,刘红.江苏射阳港3.5万吨级进港航道回淤特征研究[J].水运工程,2022,(01):112-118+139.
YUAN Wenhao, LIU Hong. Back Silting Characteristics of 35,000 DWT Navigation Channel at Sheyang Port in Jiangsu Province[J]. Port ＆ Waterway Engineering, 2022(01): 112-118.(in Chinese)
[29]徐啸.淤泥质海岸工程动力泥沙研究[M].北京：海洋出版社,2019.11
XU Xiao. Study on Muddy Coastal Engineering Dynamics and Sediment Transport[M].Beijing：CHINA OCEAN PRESS,2019.11
[30]王兴博,张志国,孙永奎,等.天津南港航道工程疏浚施工备淤深度研究[J].水运工程,2016,(05):162-166.
WANG Xingbo, ZHANG Zhiguo, SUN Yongkui.et al. On depth reserved for sedimentation on dredging construction in Tianjin Nangang port[J]. Port ＆ Waterway Engineering,2016,(05):162-166.
[31] 骆登强.洋山港区东港池公共服务水域维护疏浚工艺[J].港口科技,2022,(05):18-23.
LUO Dengqiang. Maintenance dredging technology for the public service waters of the East Port Basin of Yangshan Port[J]. Port Science & Technology,2022,(05):18-23.
[32]童朝锋,田家庆,孟艳秋.崖州湾进港航道回淤特征及机制分析[J].中国港湾建设,2022,42(11):1-6.
TONG Chaofeng, TIAN Jiaqing, MENG Yanqiu. Analysis on characteristics and mechanism of back-siltationin approach channel in Yazhou Bay[J].China Harbour Engineering,2022,42(11):1-6.
[33]孙连成，张娜，陈纯.淤泥质海岸天津港泥沙研究[M].北京：海洋出版社,2010.11
SUN LianCheng, ZAHNG Na, CHEN CHUN. Muddy coast: Tianjin port[M]. Beijing：CHINA OCEAN PRESS, 2010.11
[34]HUANG L, XU Z, ZHOU C. Modeling and monitoring in a soft argillaceous shale tunnel[J]. Acta Geotechnica, 2009,4: 273-282.
[35]SLUIS J, BESSELING F, STUURWOLD P, et al. Validation and application of the embedded pile row-feature in PLAXIS 2D[J]. Plaxis Bulletin, 2013,34: 10-13.
[36]Boland JC, Schlechter SM, McCullough NJ, et al. The seismic performance of a pile supported wharf centrifuge data and report for test (JCB01), Data report GEG05-2000; 2001.
[37]齐凯.水平荷载作用下海上风电单桩基础泥面处转角研究[D].上海交通大学,2019.
QI Kai. STUDY OF THE ROTATION OF MONOPILE AT SEABED UNDER LATERAL LOADING[D]. Shanghai: Shanghai Jiao Tong University, 2019.(in Chinese)
[38] Cui C, Xin Y, Xu C, et al. Analytical Solution to Horizontal Vibrations of Large-Diameter Piles in Layered Pasternak Soils[J]. International Journal of Geomechanics, 2024, 24(5): 04024058.
