Application of a weakly compressible smoothed particle hydrodynamics multi-phase model to non-cohesive embankment breaching due to flow overtopping

{{article.zuoZheEn}}

PDF(2479 KB)
PDF(2479 KB)
Front. Struct. Civ. Eng. ›› 2018, Vol. 12 ›› Issue (3) : 412-424. DOI: 10.1007/s11709-017-0432-8
Research Article

Application of a weakly compressible smoothed particle hydrodynamics multi-phase model to non-cohesive embankment breaching due to flow overtopping

  • {{article.zuoZheEn}}
Author information +
History +

Highlights

{{article.highlightEn}}

Abstract

{{article.abstractEn}}

Author summary

{{article.authorSummayEn}}

Keywords

Cite this article

Download citation ▾
{{article.zuoZheEn_L}}. {{article.titleEn}}. Front. Struct. Civ. Eng., 2018, 12(3): 412‒424 https://doi.org/10.1007/s11709-017-0432-8

References

References

{{article.reference}}

RIGHTS & PERMISSIONS

{{article.copyright.year}} {{article.copyright.holder}}
PDF(2479 KB)

Accesses

Citations

Detail

Sections
Recommended

/