本文提出一种测试复合材料横向剪切弹性模量的参数识别方法。
This paper presents a method to identify transverse shear modulus for composite materials.
水平方向不均匀土的剪切弹性模量的影响较大而其材料阻尼的影响较小。
It is also found that the effects of thickness and shear modulus of the inhomogeneous soil are significant but the effects of the material damping are not significant.
土体总的变形由三部分组成：即弹性应变、与体积屈服机制相关的塑性应变和与剪切屈服机制相关的塑性应变。
The total deformation of soils consists of three parts: elastic strain, plastic strain related to volumetric yielding mechanism and plastic strain related to shear yielding mechanism.
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