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殷宗泽, J.M.邓肯. 剪胀土与非剪胀土的应力应变关系[J]. 岩土工程学报, 1984, 6(4): 24-40.
引用本文: 殷宗泽, J.M.邓肯. 剪胀土与非剪胀土的应力应变关系[J]. 岩土工程学报, 1984, 6(4): 24-40.
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Yin Zongze, J.M. Duncan. A Stress-strain Relationship for Dilative and Non-dilative Soils[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(4): 24-40.
Citation: Yin Zongze, J.M. Duncan. A Stress-strain Relationship for Dilative and Non-dilative Soils[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(4): 24-40.
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剪胀土与非剪胀土的应力应变关系

A Stress-strain Relationship for Dilative and Non-dilative Soils

    摘要
  • 摘要: 本文提出了具有两组屈服面的新的应力-应变关系模型。它可用于剪胀土,也可用于非剪胀土。用这种模型所作的有限元分析表明,对于许多实际问题这种模型都是适用的。

     

    Abstract: A new model of stress-strain relationship with two yield surfaces is proposed It can be used for both dilative and non-dilative soils. Finite element analyses performed using this model indicate that it may be useful for a number of types of practical problems.

     

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