Particle breakage and shape analysis of calcareous sand under consolidated-undrained triaxial shear-Reference-Cited by-同舟云学术

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Particle breakage and shape analysis of calcareous sand under consolidated-undrained triaxial shear

Published:2022-05-12 Issue:6 Volume:81 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Shen Jianhua,Wang Xing,Shan Yi,Cui Jie,Chen Xiang,Wang Xinzhi,Zhu Changqi

Funder

National Natural Science Foundation of China

Postdoctoral Research Foundation of China

Guangdong Basic and Applied Basic Research Foundation

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-022-02685-0.pdf

Reference64 articles.

1. Biarez J, Hicher PY (1994) Elementary mechanics of soil behaviour: saturated remoulded soils. Rotterdam: A.A. Balkema

2. Chinese Ministry of Water Resources (2019) Standard for soil test method (GB/T 50123–2019) (in Chinese). China Planning Press, Beijing

3. Coop MR, Sorensen KK, Freitas TB, Georgoutsos G (2004) Particle breakage during shearing of a carbonate sand. Geotechnique 54:157–163. https://doi.org/10.1680/geot.2004.54.3.157

4. Ding Z, He SH, Sun YF, Xia TD, Zhang QF (2021) Comparative study on cyclic behavior of marine calcareous sand and terrigenous siliceous sand for transportation infrastructure applications. Constr Build Mater 283:122740. https://doi.org/10.1016/j.conbuildmat.2021.122740

5. Einav I (2007) Breakage mechanics–part I: theory. J Mech Phys Solids 55:1274–1297. https://doi.org/10.1016/j.jmps.2006.11.003

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