试验结果旨在为岩石流变本构模型及参数辨识提供可靠的试验依据。
The results can provide dependable reference for the establishment of rock rheological model and parameter identification.
使用土体流变本构模型，利用有限元分析了受基坑开挖影响的邻近单桩的受力变形性状。
A constitutive model considering creep and FEM were used to calculate and analyze the mechanical and deformation properties of single pile adjacent to deep excavation.
采用一个一维非线性流变本构模型，对饱和软粘土进行了一维非线性流变——固结耦合计算。
A new nonlinear creep model for clay is developed and used to study the one dimensional creep-consolidation process.
结果表明建立的流变本构模型具有参数少、且能较好地吻合流变实验数据的优点，具有很好的应用价值。
The results show that the established rheological constitutive model with a few of parameters fits the experimental data with accuracy; so it has a good application value.
根据地基应力解除法纠偏方法原理和软土的变形机理，建立了土体非线性弹-粘弹流变本构模型，并将其成功运用于软粘土地基应力解除法纠偏工程实践。
Based on principle of correcting method of subgrade-stress relieving and deformation mechanism of soft soil, a nonlinear elastic-viscoelastic rheological constitutive model of soil is proposed.
根据地基应力解除法纠偏方法原理和软土的变形机理，建立了土体非线性弹-粘弹流变本构模型，并将其成功运用于软粘土地基应力解除法纠偏工程实践。
Based on principle of correcting method of subgrade-stress relieving and deformation mechanism of soft soil, a nonlinear elastic-viscoelastic rheological constitutive model of soil is proposed.
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