首页> 外文会议>International Symposium on Geo-Environmental Engineering for Sustainable Development; 20071022-24; Xuzhou(CN) >A Study on the Dynamic Strength and Dynamic Stress-Strain Relation of Structural Soft Soil under Traffic Loading
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A Study on the Dynamic Strength and Dynamic Stress-Strain Relation of Structural Soft Soil under Traffic Loading

机译:交通荷载下结构性软土的动强度和动应力-应变关系研究

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Through the dynamic triaxial tests on structural silt soils of Tianjin, the dynamic strength and stress-strain analysis is made on the silt soils under traffic loading, and the influence of loading type, vibration frequency, cyclic stress ratio of soils are taken into account. The research shows that the dynamic strength falls as the cycle of the dynamic loading increase. It also shows that there is a critical dynamic stress ratio and a threshold of vibration frequency for structural silt soils under traffic loading. In addition, the research educes the rules of the dynamic elasticity modulus.
机译:通过对天津结构性粉土的动力三轴试验,对交通荷载作用下粉土的动力强度和应力应变分析,并考虑了荷载类型,振动频率,循环应力比的影响。研究表明,动态强度随着动载荷循环的增加而下降。研究还表明,在交通荷载作用下,结构性粉土具有临界动应力比和振动频率阈值。此外,研究得出了动态弹性模量的规律。

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