A compression model for sand–silt mixtures based on the concept of active and inactive voids-Reference-Cited by-同舟云学术

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A compression model for sand–silt mixtures based on the concept of active and inactive voids

Published:2017-10-16 Issue:6 Volume:12 Page:1301-1317
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Chang Ching S.^ORCID,Meidani Mehrashk,Deng Yibing

Funder

Division of Civil, Mechanical and Manufacturing Innovation

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/article/10.1007/s11440-017-0598-1/fulltext.html

Reference46 articles.

1. Benahmed N, Nguyen TK, Hicher PY, Nicolas M (2015) An experimental investigation into the effects of low plastic fines content on the behaviour of sand/silt mixtures. Eur J Environ Civ Eng 19:109–128. doi: 10.1080/19648189.2014.939304

2. Bowen RM (1976) Theory of mixtures, part I. Contin. Phys. III

3. Cabalar AF (2010) Applications of the oedometer, triaxial and resonant column tests to the study of micaceous sands. Eng Geol 112:21–28. doi: 10.1016/j.enggeo.2010.01.004

4. Chang CS, Meidani M (2012) Deformation and failure of soils under erosion. NSF C Eng Res Innov Conf. doi: 10.13140/RG.2.1.1964.1204

5. Chang CS, Meidani M (2013) Dominant grains network and behavior of sand–silt mixtures: stress–strain modeling. Int J Numer Anal Methods Geomech 37:2563–2589. doi: 10.1002/nag.2152

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