A bounding surface model for unsaturated soils considering the microscopic pore structure and interparticle bonding effect due to water menisci-Reference-Cited by-同舟云学术

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A bounding surface model for unsaturated soils considering the microscopic pore structure and interparticle bonding effect due to water menisci

Published:2021-01-06 Issue:5 Volume:16 Page:1331-1354
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Han Bowen,Cai Guoqing^ORCID,Zhou Annan^ORCID,Li Jian,Zhao Chenggang

Funder

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Natural Science Foundation of Beijing Municipality

Beijing Nova Program

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/s11440-020-01120-6.pdf

Reference88 articles.

1. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430. https://doi.org/10.1680/geot.1990.40.3.405

2. Alonso EE, Pereira JM, Vaunat J, Olivella S (2010) A microstructurally based effective stress for unsaturated soils. Géotechnique 60(12):913–925. https://doi.org/10.1680/geot.8.P.002

3. Alonso EE, Romero E, Hoffmann C (2011) Hydromechanical behaviour of compacted granular expansive mixtures: experimental and constitutive study. Géotechnique 61(4):329–344. https://doi.org/10.1680/geot.2011.61.4.329

4. Ausilio E, Conte E (1999) Settlement rate of foundations on unsaturated soils. Can Geotech J 36(5):940–946. https://doi.org/10.1139/t99-055

5. Bishop AW (1959) The principle of effective stress. Tek Ukeblad 106(39):859–863

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