Constitutive model for soil considering induced and inherent anisotropy

考虑诱发和固有各向异性的土壤本构模型

• 批准号: 04650437
• 负责人: NAKAI Teruo
• 金额: $ 1.28万
• 依托单位: Nagoya Institute of Technology
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for General Scientific Research (C)
• 财政年份: 1992
• 资助国家: 日本
• 起止时间: 1992 至 1993
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/en/grant/KAKENHI-PROJECT-04650437/
• 关键词: Sand; Clay; Deformation; Strength; Anisotropy; Constitutive model for soils

Soil deposits have anisotropy in nature. However, most of elastoplastic constitutive models for soils do not take into anisotropy, because these are formulated on the basis of isotropic hardening theories. Investigating the anisotropic behavior of sand and clay, we formulated constitutive models for sand and clay in which soil anisotropy could be taken into account properly.Anisotropy of clay was investigated on the basis of undrained triaxial tests and direct shear tests on natural clay and one-dimensional consolidated clay. The observed anisotropic behavior was uniquely analyzed using a kinematic hardening model for clay in which stress induced anisotropy was taken into consideration. On the other hand, it was experimentally shown that anisotropy of deposited sand was different from that of clay, and the main cause of anisotropy was inherent anisotropy. An elastoplastic model for sand incorporating the fabric anisotropic tensor was able to describe well the anisotropic stress-strain relationship and strength in isotropic compression, triaxial compression and plane strain tests on deposited sand.

土壤沉积物本质上具有各向异性。然而，大多数土体弹塑性本构模型并未考虑各向异性，因为这些模型是基于各向同性硬化理论制定的。通过研究砂和粘土的各向异性行为，建立了适当考虑土壤各向异性的砂和粘土本构模型。在天然粘土和单质粘土的不排水三轴试验和直剪试验的基础上研究了粘土的各向异性。三维固结粘土。使用粘土的运动硬化模型对观察到的各向异性行为进行了独特的分析，其中考虑了应力引起的各向异性。另一方面，实验表明沉积砂的各向异性与粘土不同，其固有的各向异性是造成各向异性的主要原因。结合织物各向异性张量的砂弹塑性模型能够很好地描述沉积砂各向同性压缩、三轴压缩和平面应变测试中的各向异性应力应变关系和强度。

项目成果

中井照夫・岡二三生: "地盤の異方性 7.異方性を考慮した構成式(砂の場合)" 土と基礎. 41(11). 103-109 (1993)

Teruo Nakai 和 Fumi Oka：“地面各向异性 7. 考虑各向异性的本构方程（对于沙子）” 土壤与基础 41(11) (1993)。

T.Nakai & T.Funada: "Constitutive model for sand considering indaced and inberent anisotropy" Proc.of NUMOG IV. 1. 63-72 (1992)

中井

岡二三生・中井照夫: "地盤の異方性 6.異方性を考慮した構成式(粘土の場合)" 土と基礎. 41(10). 83-89 (1993)

Fumi Oka 和 Teruo Nakai：“地面的各向异性 6. 考虑各向异性的本构方程（对于粘土）” 土壤与基础 41(10) (1993)。

T.Nakai,T.Hoshikawa & T.Funada: "Anisotropy of soils and its modelling" Proc. OF XIII ICSMFE. (1994)

中井T·星川

T.Nakai & F.Oka: "Anisotropy of Grounds, 7. Constitutive Model for Anisotropic Clay" Tsuchi-to-Kiso. Vol.41(11). 103-109 (1993)

中井