Author:
Noda Toshihiro,Yoshikawa Takahiro
Funder
Japan Society for the Promotion of Science
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference33 articles.
1. Akai, K., Tamura, T., 1978. Numerical analysis of multi-dimensional consolidation accompanied with elasto-plastic constitutive equation. In: Proceedings of JSCE, vol. 269, pp. 95–104 (in Japanese).
2. Soil–water coupled behaviour of saturated clay near/at critical state;Asaoka;Soils Found.,1994
3. Displacement/traction boundary conditions represented by constraint conditions on velocity field of soil;Asaoka;Soils Found.,1998
4. An elasto-plastic description of two distinct volume change mechanisms of soils;Asaoka;Soils Found.,2002
5. Asaoka, A., 2003. Consolidation of clay and compaction of sand – an elastoplastic description. In: Proceedings of the 12th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (12th ARC). Keynote Paper, Singapore, vol. 2, pp. 1157–1195.
Cited by
16 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