冻结过程中桩-土系统动力特性的变化

G. Gusev , V. Yepin , R. Tsvetkov
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引用次数: 0

摘要

本文对季节性土壤冻融条件下桩基-土体系的动力参数进行了研究,桩基-土体系是最常用的地基类型的主要组成部分。在零摄氏度以上的温度下,在土壤中安装了一个单螺旋桩。在桩的顶部加了一个重物。桩上还安装了加速度计、执行器和温度传感器。在秋冬季节,实验在地面冻结的情况下进行。在这些实验中,测量了桩对来自执行器的冲击诱发振动激励和自然背景振动的响应,并记录了土壤和空气温度。测量结果表明,当土壤冻结时,系统的固有频率和阻尼比发生了显著变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Change of dynamic properties of the pile-soil system during freezing
This paper is devoted to the study of the dynamic parameters of the pile–soil system, which is a main part of the most common foundation type used under conditions of seasonal soil freezing-thawing. At temperatures above zero degrees Celsius, a single screw pile was installed in the soil. A weight is attached to the head of the pile. Also located on the pile are the accelerometer, actuator, and temperature sensors. During the autumn–winter period, the experiments was carried out when the ground was frozen. In these experiments, the pile’s response to impact-induced vibrational excitations from the actuator and to natural background vibrations was measured, and the soil and air temperatures were also recorded. The measurements showed that when the soil freezes, there is a significant change in the system’s natural frequencies and damping ratio.
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