Evolution of particle breakage and volumetric deformation of binary granular soils under impact load-Reference-Cited by-同舟云学术

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Evolution of particle breakage and volumetric deformation of binary granular soils under impact load

Published:2017-08-16 Issue:4 Volume:19 Page:
ISSN:1434-5021
Container-title:Granular Matter
language:en
Short-container-title:Granular Matter

Author:

Xiao Yang,Liu Hanlong,Chen Qingsheng,Long Leihang,Xiang Jia

Funder

the 111 Project

the National Science Foundation of China

the Fundamental Research Funds for the Central Universities

the Project funded by China Postdoctoral Science Foundation

Publisher

Springer Science and Business Media LLC

Subject

General Physics and Astronomy,Mechanics of Materials,General Materials Science

Link

http://link.springer.com/article/10.1007/s10035-017-0756-z/fulltext.html

Reference52 articles.

1. Coop, M.R., Sorensen, K.K., Bodas Freitas, T., et al.: Particle breakage during shearing of a carbonate sand. Geotechnique 54, 157–163 (2004)

2. Yamamuro, J.A., Bopp, P.A., Lade, P.V.: One-dimensional compression of sands at high pressures. J. Geotech. Geoenviron. Eng. 122, 147–154 (1996)

3. Miao, G., Airey, D.: Breakage and ultimate states for a carbonate sand. Geotechnique 63, 1221–1229 (2013)

4. Shipton, B., Coop, M.R.: On the compression behaviour of reconstituted soils. Soils Found. 52, 668–681 (2012)

5. Tarantino, A., Hyde, A.F.L.: An experimental investigation of work dissipation in crushable materials. Geotechnique 55, 575–584 (2005)

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