A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A Rate-Dependent Viscous Model for Sand
Experimental results show the dense sand exhibits very distinct viscous characteristics. The main viscous aspect of sand includes the effect of the strain rate change, creep and stress relaxation. In order to properly simulate the viscous characteristics, especially the temporary effect of strain rate change, a new visco-elastoplastic constitutive model is presented.
A Rate-Dependent Viscous Model for Sand
Experimental results show the dense sand exhibits very distinct viscous characteristics. The main viscous aspect of sand includes the effect of the strain rate change, creep and stress relaxation. In order to properly simulate the viscous characteristics, especially the temporary effect of strain rate change, a new visco-elastoplastic constitutive model is presented.
A Rate-Dependent Viscous Model for Sand
Springer Ser.Geomech.,Geoengineer.
Yang, Qiang (editor) / Zhang, Jian-Min (editor) / Zheng, Hong (editor) / Yao, Yangping (editor) / Peng, Fang-Le (author) / Chattonjai, P. (author) / Hua, Zhen (author) / Tan, Ke (author)
2013-01-01
4 pages
Article/Chapter (Book)
Electronic Resource
English
| British Library Online Contents | 2007
A rheological model for the viscous behaviour of sand
| British Library Conference Proceedings | 2003
A Rate-Dependent Constitutive Model for Sand and Its FEM Application
| British Library Conference Proceedings | 2010
| British Library Online Contents | 2009