Effect of inherent anisotropy on the strength of natural granite residual soil under generalized stress paths-Reference-Cited by-同舟云学术

Effect of inherent anisotropy on the strength of natural granite residual soil under generalized stress paths

Published:2021-10-21 Issue:12 Volume:16 Page:3793-3812
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Liu Xinyu^ORCID,Zhang Xianwei^ORCID,Kong Lingwei^ORCID,An Ran,Xu Guofang

Funder

National Natural Science Foundation of China

Youth Innovation Promotion Association of the Chinese Academy of Sciences

State Key Laboratory of Geohazard Prevention and Geoenvironment Protection

State Key Laboratory of Geomechanics and Geotechnical Engineering

Science Fund for Distinguished Young Scholars of Hubei Province

Publisher

Springer Science and Business Media LLC

Subject

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

Link

https://link.springer.com/content/pdf/10.1007/s11440-021-01393-5.pdf

Reference43 articles.

1. Anandarajah A, Kuganenthira N (1995) Some aspects of fabric anisotropy of soil. Géotechnique 45(1):69–81. https://doi.org/10.1680/geot.1995.45.1.69

2. ASTM (2017) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D2487. West Conshohocken, PA: ASTM

3. Bica AVD, Bressani LA, Vendramin D, Martins FB, Ferreira PMV, Gobbi F (2008) Anisotropic shear strength of a residual soil of sandstone. Can Geotech J 45(3):367–376. https://doi.org/10.1139/t07-098

4. Brosse AM, Jardine RJ, Nishimura S (2017) The undrained shear strength anisotropy of four Jurassic to Eocene stiff clays. Géotechnique 67(8):653–671. https://doi.org/10.1680/jgeot.15.p.227

5. Chen ZQ, Huang M (2019) Non-coaxial behavior modeling of sands subjected to principal stress rotation. Acta Geotech 15:655–669. https://doi.org/10.1007/s11440-018-0760-4

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