NON-ASSOCIATED PLASTICITY FOR SOILS, CONCRETE AND ROCK.

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作者：
Vermeer, P.A. [1 ]
de Borst, R. [1 ]
机构：
[1] Delft Univ of Technology,, Geotechnical Lab, Delft, Neth, Delft Univ of Technology, Geotechnical Lab, Delft, Neth
来源：
| 1600年 / 29期
关键词：
CYCLIC LOADING - NON-ASSOCIATED PLASTICITY - NON-HARDENING MODEL - TRIAXIAL COMPRESSION TESTS;
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