A test method to study scour effects on the lateral response of rigid piles in sand under real scour conditions. (15th October 2022)

• Record Type: Journal Article
• Authors: Liu, Jinzhong; Chen, Xuguang; Liu, Xixi
• Is Part Of: Ocean engineering. Volume 262(2022)
• Publication Date: 2022-10-15
• Subjects: Rigid pile -- Scour effect -- Test method -- Ultimate capacity -- Cyclic cumulative deformation; Ocean engineering -- Periodicals; Ocean engineering; Periodicals; 620.4162
• DOI: 10.1016/j.oceaneng.2022.112292
• Languages: English
• ISSNs: 0029-8018

Abstract

Abstract: Rigid piles are common foundations for offshore wind turbines. Scour around piles leads to the loss of surrounding soil, which seriously threatens the safe operation of offshore wind turbines. However, most of the existing experimental studies on the scour effects on marine foundations are carried out in the test box without a hydraulic environment, resulting in deviations between the test results and the actual ocean engineering. Therefore, a test method to study scour effects on the lateral response of rigid piles is proposed. The key to this test method lies in the design of four types of parameters: pile, soil, hydraulic (wave and current), and load. Considering the characteristics of scour tests and scour effects tests, the design method of the four types of parameters is proposed. Combined with an example, the test method is described in detail. Subsequently, the defects of this test method are discussed. The research shows that this test method is a good attempt to study the loss of lateral ultimate capacity and the increase of cyclic cumulative deformation of rigid piles under real scour conditions. Highlights: How to study the scour effect in a flume tank? Four types of parameters are designed. The dual properties of hydraulic parameters are considered. The actual load characteristics of rigid piles are considered.