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
Cited by
5 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献