Lateral pressure on pile foundations in cohesive soils due to horizontal soil movements
作者：
Jörg Bauer;Oliver Reul*
通讯作者：
Oliver Reul
作者机构：
Department of Geotechnical Engineering, Federal Waterways Engineering and Research Institute (BAW), Karlsruhe, Germany
Department of Geotechnical Engineering, University of Kassel, Kassel, Germany
通讯机构：
Department of Geotechnical Engineering, University of Kassel, Kassel, Germany
语种：
英文
关键词：
Horizontal loaded piles,Model tests,Numerical analysis,Pile foundations,Soft soil,Soil movements
期刊：
Acta Geotechnica
ISSN：
1861-1125
年：
2024
基金类别：
Open Access funding enabled and organized by Projekt DEAL.
摘要：
In soft soil layers, piles are frequently loaded laterally by horizontal soil movements. In many cases, the lateral pressure acting on piles due to horizontal soil movements is calculated with empirically or analytically based approaches, respectively. However, most of these design approaches do not consider possible influences on the resulting pile loads. This paper presents the results of model tests and numerical simulations on single piles and pile groups in cohesive soil subjected to lateral loads which were carried out to overcome limitations of available design approaches. Based on extensive small-scale 1 × g-model tests and numerical investigations with the fin...
