1. 中国电建集团华东勘测设计研究院有限公司,浙江,杭州,311122
2. 中国科学院力学研究所,北京,100190
[ "蔡丽,1991-,女,工程师,硕士,主要从事海洋水文及海洋能相关领域工作(e-mail)cai_l@hdec.com" ]
[ "赵培庆,(e-mail)zhaopeiqing@imech.ac.cn" ]
纸质出版:2026
移动端阅览
蔡丽, 何奔, 赵培庆, 等. 黏土中桩基周围最大冲刷深度预测公式对比分析[J]. 南方能源建设, 2026, 13(2): 163-171.
.
蔡丽, 何奔, 赵培庆, 等. 黏土中桩基周围最大冲刷深度预测公式对比分析[J]. 南方能源建设, 2026, 13(2): 163-171. DOI: 10.16516/j.ceec.2024-296.
. DOI: 10.16516/j.ceec.2024-296.
目的
2
方法
2
F
r
R
p
结果
2
结论
2
Objective
2
Method
2
F
r
R
p
Result
2
Conclusion
2
PAN D D, YE Y, ZHANG C H, et al. Numerical simulation of three-dimensional tidal current for offshore wind power single pile foundation [J]. Inner Mongolia electric power, 2025, 43(2): 62-69. DOI: 10.19929/j.cnki.nmgdljs.2025.0023.
HARRIS J M, WHITEHOUSE R J S. Scour development around large-diameter monopiles in cohesive soils: evidence from the field [J]. Journal of waterway, port, coastal, and ocean engineering, 2017, 143(5): 04017022. DOI: 10.1061/(ASCE)WW.1943-5460.0000414.
MOLINAS A, HOSNI M M. Effects of gradation and cohesion on bridge scour: Volume 4: experimental study of scour around circular piers in cohesive soils [R]. Washington: Turner-Fairbank Highway Research Center, 1999.
CHEN Y, ZHANG S S, CHAN D. Erosion evolution and prediction of silty clay with finite thickness on reservoir bank [J]. Advances in water science, 2023, 34(6): 938-947. DOI: 10.14042/j.cnki.32.1309.2023.06.011.
BRIAUD J L, TING F C K, CHEN H C, et al. SRICOS: prediction of scour rate in cohesive soils at bridge piers [J]. Journal of geotechnical and geoenvironmental engineering, 1999, 125(4): 237-246. DOI: 10.1061/(ASCE)1090-0241(1999)125:4(237).
BRIAUD J L, CHEN H C, LI Y, et al. SRICOS-EFA method for complex piers in fine-grained soils [J]. Journal of geotechnical and geoenvironmental engineering, 2004, 130(11): 1180-1191. DOI: 10.1061/(ASCE)1090-0241(2004)130:11(1180).
TING F C K, BRIAUD J L, CHEN H C, et al. Flume tests for scour in clay at circular piers [J]. Journal of hydraulic engineering, 2001, 127(11): 969-978. DOI: 10.1061/(ASCE)0733-9429(2001)127:11(969).
RAMBABU M, 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.
NAJAFZADEH M. Experimental and numerical study of local scour around a vertical pier in cohesive soils [D]. Kerman: Shahid Bahonar University, 2009.
DEBNATH K, CHAUDHURI S. Laboratory experiments on local scour around cylinder for clay and clay-sand mixed beds [J]. Engineering geology, 2010, 111(1/4): 51-61. DOI: 10.1016/j.enggeo.2009.12.003.
GU L, NI F S, ZHANG H. Numerical simulation of water-jet-erosion of sand and clay using ALE method [J]. Science technology and engineering, 2017, 17(11): 103-107. DOI: 10.3969/j.issn.1671-1815.2017.11.017.
WANG T, JIANG D Z, SONG B. Modering study on local scour of cohesive soil around submarine pipelines [J]. Journal of sediment research, 2021, 46(1): 68-73. DOI: 10.16239/j.cnki.0468-155x.2021.01.010.
DEBNATH K, CHAUDHURI S. Effect of suspended sediment concentration on local scour around cylinder for clay-sand mixed sediment beds [J]. Engineering geology, 2011, 117(3/4): 236-245. DOI: 10.1016/j.enggeo.2010.11.003.
KHO K T, VALENTINE E, GLENDINNING S. An experimental study of local scour around circular bridge piers in cohesive soils [C]//ICSE. Proceedings 2nd International Conference on Scour and Erosion, Singapore, Singapore, November 14-17, 2004. Singapore: Nanyang Technological University, 2004.
DEBNATH K, CHAUDHURI S. Local scour around non-circular piers in clay-sand mixed cohesive sediment beds [J]. Engineering geology, 2012, 151: 1-14. DOI: 10.1016/j.enggeo.2012.09.013.
CHAUDHURI S, SINGH S K, DEBNATH K, et al. Pier scour within long contraction in cohesive sediment bed [J]. Environmental fluid mechanics, 2018, 18(2): 417-441. DOI: 10.1007/s10652-017-9560-x.
DEBNATH K, CHAUDHURI S. Bridge pier scour in clay-sand mixed sediments at near-threshold velocity for sand [J]. Journal of hydraulic engineering, 2010, 136(9): 597-609. DOI: 10.1061/(ASCE)HY.1943-7900.0000221.
QI M L, LI J Z, CHEN Q G. 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.
ANSARI S A, KOTHYARI U C, RANGA RAJU K G. Influence of cohesion on scour around bridge piers [J]. Journal of hydraulic research, 2002, 40(6): 717-729. DOI: 10.1080/00221680209499918.
BRIAUD J L, CHEN H C, KWAK K W, et al. Multiflood and multilayer method for scour rate prediction at bridge piers [J]. Journal of geotechnical and geoenvironmental engineering, 2001, 127(2): 114-125. DOI: 10.1061/(ASCE)1090-0241(2001)127:2(114).
DEBNATH K, CHAUDHURI S, MANIK M K. Local scour around abutment in clay/sand-mixed cohesive sediment bed [J]. ISH journal of hydraulic engineering, 2014, 20(1): 46-64. DOI: 10.1080/09715010.2013.835103.
SHAFII I, MEDINA-CETINA Z, SHIDLOVSKAYA A, et al. Relationship between soil erodibility and soil properties [J]. Journal of geotechnical and geoenvironmental engineering, 2023, 149(1): 04022121. DOI: 10.1061/(ASCE)GT.1943-5606.0002915.
0
浏览量
0
下载量
0
CSCD
关联资源
相关文章
相关作者
相关机构
京公网安备11010802024621