{"title":"Centrifuge model test on the effect of soil fluidization on the bending moment of the sheet pile wall","authors":"Yan-Guo Zhou, Shuai Ning, Yuan Cao, Yun-Min Chen","doi":"10.1016/j.soildyn.2025.109411","DOIUrl":null,"url":null,"abstract":"<div><div>The waterfront sheet pile wall is susceptible to rotation failure under seismic loadings, resuting in soil fuidization in backfill. According to the LEAP-GWU-2022 program, Zhejiang University conducted two dynamic centrifuge model tests to investigate the soil-wall interaction and the corresponding bending moments of the sheet pile wall in liquefiable groud. The model consisted of a bottom dense sand layer, and an overlying thick medium-dense sand layer retained by a sheet pile wall. The dynamic soil-wall interaction response was observed in terms of the accelerations and excess pore pressures of the ground, as well as the displacements, rotation angles and bending moments of the sheet pile wall. It is found that the rotation of the sheet pile wall has a significant impact on the soil-wall interaction, causing a mobilized soil fluidization within the backfill and the higher bending moments of sheet pile wall. Compared with the observations in centrifuge model tests, the calculation by existing pseudo-static method overestimates the seismic stability of sheet pile wall in saturated ground under seismic loading. Besides, this study provides an essential dataset for the theoretical and numerical analysis of the soil-wall interaction in a liquefiable ground retained by sheet pile wall.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"195 ","pages":"Article 109411"},"PeriodicalIF":4.2000,"publicationDate":"2025-04-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125002040","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
The waterfront sheet pile wall is susceptible to rotation failure under seismic loadings, resuting in soil fuidization in backfill. According to the LEAP-GWU-2022 program, Zhejiang University conducted two dynamic centrifuge model tests to investigate the soil-wall interaction and the corresponding bending moments of the sheet pile wall in liquefiable groud. The model consisted of a bottom dense sand layer, and an overlying thick medium-dense sand layer retained by a sheet pile wall. The dynamic soil-wall interaction response was observed in terms of the accelerations and excess pore pressures of the ground, as well as the displacements, rotation angles and bending moments of the sheet pile wall. It is found that the rotation of the sheet pile wall has a significant impact on the soil-wall interaction, causing a mobilized soil fluidization within the backfill and the higher bending moments of sheet pile wall. Compared with the observations in centrifuge model tests, the calculation by existing pseudo-static method overestimates the seismic stability of sheet pile wall in saturated ground under seismic loading. Besides, this study provides an essential dataset for the theoretical and numerical analysis of the soil-wall interaction in a liquefiable ground retained by sheet pile wall.
期刊介绍:
The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering.
Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.