水中建筑结构物基础冲刷防护研究综述  

Review on erosion protection of underwater building foundations

作　　者：闫正余 田华 康文 周超 刁闻宙 张鹏[1] 寇海磊[1] YAN Zhengyu;TIAN Hua;KANG Wen;ZHOU Chao;DIAO Wenzhou;ZHANG Peng;KOU Hailei(College of Engineering,Ocean University of China,Qingdao 266100,China;Qingdao Haida Construction Engineering Testing and Identification Center,Qingdao 266100,China;Administration Committee of Binhai New Area,Shibei District,Qingdao,Qingdao 266011,China)

机构地区：[1]中国海洋大学工程学院,山东青岛266100 [2]青岛海大建设工程检测鉴定中心,山东青岛266100 [3]青岛市市北区滨海新区管理委员会,山东青岛266011

出　　处：《海洋湖沼通报》2022年第2期150-156,共7页Transactions of Oceanology and Limnology

基　　金：国家自然科学基金项目(51879246);山东省自然科学基金(ZR2019MEE056)。

摘　　要：冲刷对于既有结构物基础的承载力及安全稳定性有较大影响,结构物基础最终冲刷深度的预测为结构物基础设计提供理论依据。由结构物基础冲刷产生的防护问题研究也愈来愈受到人们重视,本文从实体抗冲与减速不冲角度对传统防护方法进行介绍,现有传统防护方法对结构物基础有较好的防护效果,但针对深远海域海上结构物基础的防护有很大的局限性。Erosion has a great influence on the bearing capacity and safety stability of the existing structure foundation.The prediction of the final erosion depth of the structure foundation provides a theoretical basis for the design of the structure foundation.The study on protection caused by erosion of structure foundation has been paid more and more attention.Compared with the advantages and disadvantages of traditional protection methods,it is found that the existing traditional protection methods have great limitations in protecting structure foundation in the deep sea.

关 键 词：海洋结构 冲刷深度 实体抗冲防护 减速不冲防护 

分 类 号：TV698.2[水利工程—水利水电工程]