频率含量对砂土动力特性的影响

K. B. Afacan, E. Güler
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引用次数: 1

摘要

在反复荷载作用下,土体的应力-应变和强度特性对解决工程问题起着重要作用。由凹陷引起的反复荷载作用下,土体的应力变形和强度特性发生了变化。结果,地面发生变形,造成结构破坏。为了使地震的损害降到最低,必须了解工程性质。其中一个参数是影响地震频率的重要因素。本文研究了不同地震频率对地面动力特性的影响。采用动态三轴试验装置对土的动力特性进行了研究。通过对砂样进行规则频率和不规则频率加载,研究了试验条件下砂样动力特性的变化规律。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
EFFECT OF FREQUENCY CONTENT ON THE DYNAMIC PROPERTIES OF THE SAND
Under the repeated loads of the soil, stress-strain and strength properties play an important role in solving the engineering problems. The stresses-deformation and strength properties of the soils under repeated loads, which are caused by the depression, are changing. As a result, deformations occur in the ground and structural damage occurs. Engineering properties must be known in order to minimize the damage of earthquakes. One of these parameters is an important factor in the effects of frequency earthquakes. In this study, the effects of frequencies obtained from different earthquakes on the dynamic characteristics of the ground were investigated. In the study, a dynamic triaxial test set was used to investigate the dynamic properties of soils. The variation of dynamic properties under the experimental conditions was investigated by loading with regular and irregular frequencies on the sand samples.
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