Comparative Analyses of Prediction Formulas for Maximum Scour Depth Around Monopile Foundations in Clay Soils

CAI Li; HE Ben; ZHAO Peiqing; SONG Qingkai; QI Wengang

doi:10.16516/j.ceec.2024-296

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Comparative Analyses of Prediction Formulas for Maximum Scour Depth Around Monopile Foundations in Clay Soils

更新时间：2026-05-01

- Comparative Analyses of Prediction Formulas for Maximum Scour Depth Around Monopile Foundations in Clay Soils
- Southern Energy Construction Vol. 13, Issue 2, Pages: 163-171(2026)
- 作者机构：
  
  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
- 作者简介：
- 基金信息：
- DOI：10.16516/j.ceec.2024-296
  CLC： TK89;TV135.4
- Published：2026
- 稿件说明：
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.

摘要

目的

方法

结果

结论

Abstract

Objective

Method

Result

Conclusion

关键词

Keywords

references

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.

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Experimental Research on Scour Protection Range and Protection Effect of Large Diameter Monopile Foundation

Selection and Design of Wind Turbine Foundation for an Offshore Wind Farm

Related Author

Guizhi ZHANG

Wei ZHANG

Haidong ZHANG

Mingjun BI

Dezong ZHOU

Sha LIU

Hongqing WANG

Rong SU

Related Institution

Southern Offshore Wind Power Joint Development Co., Ltd.

China Energy Engineering Group Guangdong Electric Power Design Institute Co., Ltd.

South Offshore Wind Power Joint Development Co., Ltd.

Jiangsu Guoxin Investment Group Limited

China Energy Engineering Group Guangdong Electric Power Design Institute Co.， Ltd.

AI问答

⁰