Development of Pore Pressure and Material Damping during Cyclic Loading
Publikation: Forskning - peer review › Konferenceartikel i proceeding
The behaviour of sand during cyclic loading can be characterized as "stabilization", "instant stabilization". "pore pressure buildup" and "liquefaction". The terminologies can be defined exactly by a simple mathematical formulation based on the existence of a cyclic stable state. By introducing a mobilization index M it is possible to describe the strongly hysteretic behaviour during loading and unloading, even if the stress path is complicated.
|Titel||Proceedings of "Dynamics of Structures" : a workshop on dynamic loads and response of structures and soil dynamics, September 14-15, 1994, Aalborg University, Denmark|
|Udgiver||Dept. of Building Technology and Structural Engineering, Aalborg University|
|Workshop||Dynamics of Structures : a workshop on dynamic loads and response of structures and soil dynamics|
|Periode||14-09-94 → 15-09-94|
- Sand, Cyclic Loadings, Loadings, Unloadings