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Constitutive model for swelling properties of unsaturated b..:
Shinji Ito
;
Shinya Tachibana
;
Tomohide Takeyama
.
http://www.sciencedirect.com/science/article/pii/S0038080622000695. , 2022
Link:
https://doi.org/10.1016/j.sandf.2022.101161
RT Journal T1
Constitutive model for swelling properties of unsaturated bentonite buffer materials during saturation
UL https://suche.suub.uni-bremen.de/peid=base-ftdoajarticles:oai:doaj.org_article:2f5cd96aa8ad4d529c0c7415a3f26b00&Exemplar=1&LAN=DE A1 Shinji Ito A1 Shinya Tachibana A1 Tomohide Takeyama A1 Atsushi Iizuka PB Elsevier YR 2022 K1 Elastoplastic constitutive equation K1 Expansive soils K1 Bentonite K1 Swelling K1 Unsaturated soils K1 Engineering geology. Rock mechanics. Soil mechanics. Underground construction K1 TA703-712 JF http://www.sciencedirect.com/science/article/pii/S0038080622000695 LK http://dx.doi.org/https://doi.org/10.1016/j.sandf.2022.101161 DO https://doi.org/10.1016/j.sandf.2022.101161 SF ELIB - SuUB Bremen
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