A cyclic elastoplastic constitutive model and effect of non-associativity on the response of liquefiable sandy soils

Author:

Oka FusaoORCID,Kimoto Sayuri

Publisher

Springer Science and Business Media LLC

Subject

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

Reference38 articles.

1. Adachi T, Oka F (1982) Constitutive equations for sands and overconsolidated clays and assigned works for sand. In: Gudehus G, Darve F, Vardoulakis I (eds) Results of the international workshop on constitutive relations for soils. Balkema, pp 141–157

2. Armstrong PJ, Frederick CO (1966) A mathematical representation of the multiaxial Bauschinger effect. Berkeley Nuclear Laboratories. Technical report RD/B/N 731

3. Asaoka A, Noda T, Yamada E, Kaneda K, Nakano M (2002) An elasto-plastic description of two distinct volume change mechanism of soils. Soils Found 42(5):47–57

4. Bauer E, Wu W (1993) A hypoplastic models for granular soils under cyclic loading. In: Kolymbas D (eds) Proceedings of the international workshop on modern approaches to plasticity. Elsevier, pp 247–258

5. Bauer E (1996) Calibration of a comprehensive hypoplastic model for granular material. Soils Found 36(1):13–26

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