作者: Jonathan Knappett , Andrew Brennan , Anthony Kwan Leung , Scott Robinson , Rui Zhao
DOI: 10.1061/(ASCE)GT.1943-5606.0002514
关键词: Centrifuge 、 Geology 、 Pile 、 Geotechnical engineering 、 Reinforced concrete 、 Numerical modeling 、 Flexural strength 、 Nonlinear system
摘要: AbstractCentrifuge modeling has been considered as an effective means of studying flexural soil–pile interaction, yet the conventional use elastic material to model RC pile prototype is unabl...