Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration-Reference-Cited by-同舟云学术

Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration

Published:2021-12-06 Issue: Volume: Page:
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Mo Pin-Qiang^ORCID,Chen Haohua^ORCID,Yu Hai-Sui

Funder

national natural science foundation of china

postdoctoral research foundation of china

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/s11440-021-01412-5.pdf

Reference64 articles.

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3. Baudet BA, Stallebrass SE (2004) A constitutive model for structured clays. Géotechnique 54(4):269–278

4. Bishop RF, Hill R, Mott NF (1945) Theory of identation and hardness tests. Proc Phys Soc 57(3):147–159. https://doi.org/10.1088/0959-5309/57/3/301

5. Burland JB (1990) On the compressibility and shear strength of natural clays. Géotechnique 40(3):327–378

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