作者: K. Nübel , R. Cudmani
DOI: 10.1007/978-3-642-57018-6_25
关键词: Rotation 、 Geotechnical engineering 、 Finite element method 、 Geology 、 Finite element calculations 、 Extended finite element method 、 Void ratio 、 Rotation cycle 、 Granular material
摘要: Two different Finite Element simulations are presented. In the first problem settlements due to earth embankments on compacted and uncompacted landfill materials calculated. Difficulties arise mainly at simulation of behaviour strongly heterogeneous granular forming landfill. second rotation a pipe in sand is simulated. The challenge connection with this complicated response soil submitted cycling loading as well modelling contact interface.