Numerical Simulation of Soil Structures Reinforced by Geosynthetics
Author:
Publisher
Springer Netherlands
Link
http://link.springer.com/content/pdf/10.1007/978-94-007-5675-5_7
Reference15 articles.
1. Asaoka A, Nakano M, Noda T (1994) Soil-water coupled behaviour of saturated clay near/at critical state. Soil Found 34(1):91–105
2. Drucker DC (1950) Some implications of work hardening and ideal plasticity. Q Appl Math 7:411–418
3. Hirata M, Iizuka A, Ohta H, Yamakami T, Yokota Y, Ohmori K (1999) The numerical simulation of geosynthetics-reinforced soil structure using elasto-plastic dilatancy models. J JSCE Geotechn Eng, Division, No. 631/III-48, 179–192 (in Japanese)
4. Iizuka A, Ohta H (1987) A determination procedure of input parameters in elasto-viscoplastic finite element analysis. Soil Found 27(3):71–87
5. Iizuka A, Hirata M, Ohta H (2001) Reinforcement effect arising from confining dilatancy by geosynthetics. J JSCE Geotechn Eng, Division, No. 680/III-55, 15–28 (in Japanese)
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